Bridge Statistics for Battle Mountain, Nevada (NV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: B 34,  Location: EAST OF BATTLE MOUNTAIN (Lat: 40.630719,  Lng: -116.922444),  Route carried "on" structure: State highway 304,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,800 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,989 (year 2040),  Design Load: HS 20,  Features Intersected: REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.543,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 73.1 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: B 325,  Location: SOUTH OF BATTLE MTN (Lat: 40.583253,  Lng: -116.927892),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 120 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 133 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REESE RVR,  Facility Carried by Structure: JENKINS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: B 88,  Location: BATTLE MOUNTAIN (Lat: 40.625522,  Lng: -116.922303),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,600 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 8,397 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: W REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.533,  Lanes on structure: 4,  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: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 60.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.6 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: B 881,  Location: BATTLE MOUNTAIN (Lat: 40.627464,  Lng: -116.927003),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,600 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 8,397 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: E REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.990,  Lanes on structure: 4,  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: 4,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: B1013,  Location: NORTHWEST OF BATTLE MTN. (Lat: 40.651047,  Lng: -116.930064),  Route carried "on" structure: Alternate State highway 806,  Year Built: 1962,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 240 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: HS 20,  Features Intersected: REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.267,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: B1014,  Location: NORTH OF BATTLE MOUNTAIN (Lat: 40.667939,  Lng: -116.931297),  Route carried "on" structure: State highway 806,  Year Built: 2000,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 240 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 400 (year 2040),  Design Load: HS 20,  Features Intersected: HUMBOLDT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.8m (35.4ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 11.7m (38.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.04m (16.54ft),  Designated Inspection Frequency: Every 48 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2019,  Bridge Improvement Cost: $405,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $608,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B1097,  Location: EAST OF BATTLE MOUNTAIN (Lat: 40.626583,  Lng: -116.924958),  Route carried "on" structure: Interstate 80,  Year Built: 1975,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 7,600 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 8,397 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 374.761,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.0 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021

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Structure Number: B1851,  Location: BATTLE MOUNTAIN (Lat: 40.647206,  Lng: -116.926142),  Route carried "on" structure: Other road ,  Year Built: 1986,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 24 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 27 (year 2040),  Design Load: HS 20,  Features Intersected: REESE RVR OVERFLOW,  Facility Carried by Structure: OLD RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $122,000,  Roadway Improvement Cost: $12,000,  Total Project Cost: $182,000,  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: I 810E,  Location: EAST OF BATTLE MTN (Lat: 40.662911,  Lng: -116.735133),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,867 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ARGENTA EXIT 244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.728,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I 810W,  Location: EAST OF BATTLE MTN (Lat: 40.663156,  Lng: -116.735289),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,867 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ARGENTA EXIT 244
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 393.728,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I 877E,  Location: WEST OF BATTLE MTN (Lat: 40.734100,  Lng: -117.055319),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 37%,  Average Future Daily Traffic: 3,867 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOTE RD EXIT 222
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.364,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Preformed Fabric

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Structure Number: I 877W,  Location: WEST OF BATTLE MTN (Lat: 40.734572,  Lng: -117.054642),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 37%,  Average Future Daily Traffic: 3,867 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOTE RD EXIT 222
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.364,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Membrane: Preformed Fabric

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Structure Number: I 878,  Location: BATTLE MOUNTAIN (Lat: 40.654892,  Lng: -116.956469),  Route carried "on" structure: Business State highway 304,  Year Built: 1976,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 1,600 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,768 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 370.494,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: I 879,  Location: BATTLE MOUNTAIN (Lat: 40.635386,  Lng: -116.944947),  Route carried "on" structure: State highway 305,  Year Built: 1976,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,500 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 3,867 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 372.758,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.9m (144.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 15.4m (50.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 38.8 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: I 882,  Location: BATTLE MOUNTAIN (Lat: 40.622697,  Lng: -116.914300),  Route carried "on" structure: State highway 304,  Year Built: 1976,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 1,700 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,878 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 375.754,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 883E,  Location: EAST OF BATTLE MTN (Lat: 40.696000,  Lng: -116.557000),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,199 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DUNPHY EXIT 254
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.486,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: I 883W,  Location: EAST OF BATTLE MTN (Lat: 40.696300,  Lng: -116.557128),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,800 (year 2017),  Truck Traffic: 31%,  Average Future Daily Traffic: 4,199 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DUNPHY EXIT 254
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.486,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: M 818B,  Location: 33.85 Mi N. of US 50 (Lat: 39.943894,  Lng: -117.146172),  Route carried "on" structure: State highway 305,  Year Built: 1959,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 370 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 409 (year 2040),  Features Intersected: REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: 1.89m (6.20ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $228,000

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Structure Number: I 878,  Location: BATTLE MOUNTAIN (Lat: 40.654892,  Lng: -116.956469),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,210 (year 2009),  Truck Traffic: 6%,  Features Intersected: I 80,  Facility Carried by Structure: SR304 FRONT ST
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 370.494,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: I 879,  Location: BATTLE MOUNTAIN (Lat: 40.635386,  Lng: -116.944947),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 5,620 (year 2009),  Truck Traffic: 4%,  Features Intersected: I 80,  Facility Carried by Structure: SR305 BROAD ST
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 372.758,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: I 882,  Location: BATTLE MOUNTAIN (Lat: 40.622697,  Lng: -116.914300),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 6,200 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 80,  Facility Carried by Structure: SR304 FRONT ST
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 375.754,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 48.8m (160.1ft)