Bridge Statistics for Winnemucca, Nevada (NV) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: B 223, Location: WINNEMUCCA (Lat: 40.976667, Lng: -117.740000), Route carried "on" structure: US 95, Year Built: 1986, Status: Open, Structure Length: 8.38m (27.49ft), Average Daily Traffic: 6,750 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 14,450 (year 2029), Design Load: HS 20+Mod, Features Intersected: HUMBOLDT RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.634, 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: Good, Channel: Satisfactory, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: July 2009, Underwater Inspection Date: August 2007, 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: 40.978333, Lng: -117.735000), Route carried "on" structure: County highway , Year Built: 1975, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 231 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 700 (year 2029), 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: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 65.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 350 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 650 (year 2029), Design Load: HS 20, 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: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, 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: > 39.9% below), Length Of Structure Improvement: 4.88m (16.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $39,000, Total Project Cost: $588,000 ( Estimate for 2004), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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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: 1,250 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,000 (year 2029), 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, Operating Rating: 58.5 metric tons, Inventory Rating: 32.4 metric tons, 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 2009, 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: 40.976667, Lng: -117.740000), Route carried "on" structure: US 95, Year Built: 1936, Status: Open, Structure Length: 7.20m (23.62ft), Average Daily Traffic: 6,750 (year 2008), Truck Traffic: 13%, Average Future Daily Traffic: 16,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.855, 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: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 97.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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 2009, 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: 40.982114, Lng: -117.720686), Route carried "on" structure: Interstate 80, Year Built: 1979, Status: Open, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 3,800 (year 2008), Truck Traffic: 38%, Average Future Daily Traffic: 5,200 (year 2029), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.758, 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: Satisfactory, 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: Equal to present minimum criteria, 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, Inspection Date: August 2009, Bridge Improvement Cost: $1,119,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,678,000 ( Estimate for 2004), 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 872R, Location: WINNEMUCCA (Lat: 40.982550, Lng: -117.720342), Route carried "on" structure: Ramp Interstate 80, Year Built: 1979, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 1,100 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 2,500 (year 2029), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.758, 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: 42.5 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: 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: August 2009, Bridge Improvement Cost: $708,000, Roadway Improvement Cost: $71,000, Total Project Cost: $1,062,000 ( Estimate for 2004), 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 872W, Location: WINNEMUCCA (Lat: 40.982261, Lng: -117.720547), Route carried "on" structure: Interstate 80, Year Built: 1979, Status: Open, Structure Length: 7.80m (25.59ft), Average Daily Traffic: 3,800 (year 2008), Truck Traffic: 38%, Average Future Daily Traffic: 5,200 (year 2029), Design Load: HS 20+Mod, Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.758, 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: August 2009, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,507,000 ( Estimate for 2004), 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: G1153, Location: WINNEMUCCA (Lat: 40.975000, Lng: -117.730000), Route carried "on" structure: State highway 787, Year Built: 1967, Status: Open, Structure Length: 5.06m (16.60ft), Average Daily Traffic: 13,400 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 24,495 (year 2029), 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: Good, Substructure: Good, Operating Rating: 48.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: August 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H 869E, Location: WINNEMUCCA (Lat: 40.975000, Lng: -117.733333), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 6,650 (year 2008), Truck Traffic: 38%, Average Future Daily Traffic: 8,400 (year 2029), Design Load: HS 20+Mod, Features Intersected: US 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.974, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete 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: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: H 869W, Location: WINNEMUCCA (Lat: 40.975000, Lng: -117.733333), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 6,650 (year 2008), Truck Traffic: 38%, Average Future Daily Traffic: 8,400 (year 2029), Design Load: HS 20+Mod, Features Intersected: US 95
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 286.974, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete 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: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.7 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: H1256E, Location: WEST OF WINNEMUCCA (Lat: 40.944950, Lng: -117.765894), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,150 (year 2008), Truck Traffic: 37%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: FR HU15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.771, 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, Design/Construction: Box Beam or Girders - Multiple, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: H1256W, Location: WEST OF WINNEMUCCA (Lat: 40.945250, Lng: -117.765536), Route carried "on" structure: Interstate 80, Year Built: 1970, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 4,150 (year 2008), Truck Traffic: 37%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: FR HU15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 282.771, 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, Design/Construction: Box Beam or Girders - Multiple, 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: I 862, Location: WEST OF WINNEMUCCA (Lat: 40.896667, Lng: -117.890000), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 210 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 400 (year 2029), 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 - Multiple, 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: 54.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 2009, 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: 4,300 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 7,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 734.266, 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 66.0 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 871E, Location: WINNEMUCCA (Lat: 40.978333, Lng: -117.723333), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 2,750 (year 2008), Truck Traffic: 38%, Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: DOWNTOWN INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.758, 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 - Multiple, 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: Very good, Substructure: Good, Inventory Rating: 59.8 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: I 871W, Location: WINNEMUCCA (Lat: 40.978333, Lng: -117.723333), Route carried "on" structure: Interstate 80, Year Built: 1977, Status: Open, Structure Length: 9.54m (31.30ft), Average Daily Traffic: 2,750 (year 2008), Truck Traffic: 38%, Average Future Daily Traffic: 5,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: DOWNTOWN INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 288.758, 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 - Multiple, 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: Very good, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: I 873, Location: WINNEMUCCA (Lat: 40.986667, Lng: -117.716667), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 1,760 (year 2008), Truck Traffic: 37%, Average Future Daily Traffic: 4,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: I 80, Facility Carried by Structure: EAST WINNEMUCCA BL
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 - Multiple, 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, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 874E, Location: EAST OF WINNEMUCCA (Lat: 41.018333, Lng: -117.580000), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1973, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,467 (year 2008), Truck Traffic: 37%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.086, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, 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: 41.018333, Lng: -117.580000), Route carried "on" structure: Interstate 80, Year Built: 1965, Year Reconstructed: 1973, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 3,467 (year 2008), Truck Traffic: 37%, Average Future Daily Traffic: 6,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 302.086, 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, 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: 40.843333, Lng: -117.258333), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,385 (year 2008), Truck Traffic: 36%, Average Future Daily Traffic: 7,200 (year 2029), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.934, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, 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: Satisfactory, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 875W, Location: EAST OF WINNEMUCCA (Lat: 40.843333, Lng: -117.258333), Route carried "on" structure: Interstate 80, Year Built: 1963, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 3,385 (year 2008), Truck Traffic: 36%, Average Future Daily Traffic: 7,200 (year 2029), Design Load: HS 20+Mod, Features Intersected: CROSS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 341.934, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 10 degrees, 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: Satisfactory, Substructure: Good, Operating Rating: 99.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2009, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H 869E, Location: WINNEMUCCA (Lat: 40.975000, Lng: -117.733333), Route carried "under" structure: US 95, Year Built: 1977, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 6,750 (year 2008), Truck Traffic: 3%, Features Intersected: US 95, Facility Carried by Structure: I 80E
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 737.199, Lanes on structure: 2, Lanes under structure: 2, 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: 40.975000, Lng: -117.733333), Route carried "under" structure: US 95, Year Built: 1977, Structure Length: 27.52m (90.29ft), Average Daily Traffic: 6,750 (year 2008), Truck Traffic: 3%, Features Intersected: US 95, Facility Carried by Structure: I 80W
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 737.199, Lanes on structure: 2, Lanes under structure: 2, 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: 40.896667, Lng: -117.890000), Route carried "under" structure: Interstate 80, Year Built: 1970, Structure Length: 12.22m (40.09ft), Average Daily Traffic: 6,600 (year 2008), Truck Traffic: 3%, Features Intersected: I 80, Facility Carried by Structure: CROSS ROAD
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 270.935, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, 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: 13.51m (44.32ft), Average Daily Traffic: 2,057 (year 2008), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: US 95
Minimum Vertical Clearance: 4.92m (16.14ft), Kilometerpoint: 283.983, 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: 40.986667, Lng: -117.716667), Route carried "under" structure: Interstate 80, Year Built: 1979, Structure Length: 8.60m (28.22ft), Average Daily Traffic: 6,393 (year 2008), Truck Traffic: 5%, Features Intersected: I 80, Facility Carried by Structure: EAST WINNEMUCCA BL
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 291.054, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 48.8m (160.1ft)