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: 40.636667,  Lng: -116.925000),  Route carried "on" structure: State highway 304,  Year Built: 1994,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,950 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,000 (year 2026),  Design Load: HS 20,  Features Intersected: REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  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: Fair,  Culverts: Good,  Operating Rating: 70.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007

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Structure Number: B 325,  Location: SOUTH OF BATTLE MTN (Lat: 40.583333,  Lng: -116.926667),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 110 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2026),  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: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.3 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 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: B 88,  Location: BATTLE MOUNTAIN (Lat: 40.625000,  Lng: -116.923333),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 6,700 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 7,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: W REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B 881,  Location: BATTLE MOUNTAIN (Lat: 40.616667,  Lng: -116.916667),  Route carried "on" structure: Interstate 80,  Year Built: 1976,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 6,700 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 7,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: E REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: Fair,  Culverts: Satisfactory,  Operating Rating: 65.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: August 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B1097,  Location: EAST OF BATTLE MOUNTAIN (Lat: 40.620000,  Lng: -116.918333),  Route carried "on" structure: Interstate 80,  Year Built: 1975,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 6,700 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,900 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: REESE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 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: 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,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 808,  Location: WEST OF BATTLE MTN (Lat: 40.920000,  Lng: -117.390000),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.49m (1.61ft),  Average Daily Traffic: 7,500 (year 2006),  Truck Traffic: 36%,  Average Future Daily Traffic: 11,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SUMMIT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 322.649,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.3m (14.1ft),  Curb-To-Curb Width: 39.0m (128.0ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 809E,  Location: WEST OF BATTLE MTN (Lat: 40.908333,  Lng: -117.318333),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 0.49m (1.61ft),  Average Daily Traffic: 3,750 (year 2006),  Truck Traffic: 36%,  Average Future Daily Traffic: 7,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IRON POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.501,  Lanes on structure: 3,  Lanes under structure: 1,  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: 4.3m (14.1ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 809W,  Location: WEST OF BATTLE MTN (Lat: 40.908333,  Lng: -117.318333),  Route carried "on" structure: Interstate 80,  Year Built: 1959,  Status: Open,  Structure Length: 0.49m (1.61ft),  Average Daily Traffic: 3,750 (year 2006),  Truck Traffic: 36%,  Average Future Daily Traffic: 7,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: IRON POINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.501,  Lanes on structure: 2,  Lanes under structure: 1,  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: 4.3m (14.1ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 877E,  Location: WEST OF BATTLE MTN (Lat: 40.736667,  Lng: -117.053333),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,590 (year 2006),  Truck Traffic: 37%,  Average Future Daily Traffic: 7,350 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MOTE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.348,  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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: I 877W,  Location: WEST OF BATTLE MTN (Lat: 40.736667,  Lng: -117.053333),  Route carried "on" structure: Interstate 80,  Year Built: 1963,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 3,590 (year 2006),  Truck Traffic: 37%,  Average Future Daily Traffic: 7,350 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: MOTE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 358.348,  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: 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 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: I 878,  Location: BATTLE MOUNTAIN (Lat: 40.658333,  Lng: -116.956667),  Route carried "on" structure: Business State highway 304,  Year Built: 1976,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 2,400 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,525 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 370.477,  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 - Multiple,  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: 74.8 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: August 2007,  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: 40.625000,  Lng: -116.941667),  Route carried "on" structure: State highway 305,  Year Built: 1976,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 2,100 (year 2006),  Truck Traffic: 23%,  Average Future Daily Traffic: 4,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  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: 38.9 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: I 882,  Location: BATTLE MOUNTAIN (Lat: 40.621667,  Lng: -116.908333),  Route carried "on" structure: State highway 304,  Year Built: 1976,  Status: Open,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 2,090 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I 80
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  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 - Multiple,  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: Satisfactory,  Substructure: Good,  Operating Rating: 71.2 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: Equal to 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: August 2007,  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: 40.695000,  Lng: -116.553333),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,375 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.468,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 883W,  Location: EAST OF BATTLE MTN (Lat: 40.695000,  Lng: -116.553333),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,375 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 6,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 409.468,  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.1 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: M 818B,  Location: NEAR BATTLE MOUNTAIN (Lat: 39.775000,  Lng: -117.133333),  Route carried "on" structure: State highway 305,  Year Built: 1959,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 230 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 550 (year 2026),  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: 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,  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 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $152,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $228,000 ( Estimate for 2004)

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Structure Number: I 878,  Location: BATTLE MOUNTAIN (Lat: 40.658333,  Lng: -116.956667),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 6,210 (year 2006),  Truck Traffic: 6%,  Features Intersected: I 80,  Facility Carried by Structure: SR304 FRONT ST
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: I 879,  Location: BATTLE MOUNTAIN (Lat: 40.625000,  Lng: -116.941667),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 5,620 (year 2006),  Truck Traffic: 4%,  Features Intersected: I 80,  Facility Carried by Structure: SR305 BROAD ST
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 140.053,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: I 882,  Location: BATTLE MOUNTAIN (Lat: 40.621667,  Lng: -116.908333),  Route carried "under" structure: Interstate 80,  Year Built: 1976,  Structure Length: 9.75m (31.99ft),  Average Daily Traffic: 6,200 (year 2006),  Truck Traffic: 3%,  Features Intersected: I 80,  Facility Carried by Structure: SR304 FRONT ST
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 375.873,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 48.8m (160.1ft)