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

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Structure Number: B 12,  Location: SPARKS (Lat: 39.527567,  Lng: -119.709825),  Route carried "on" structure: Interstate 80,  Year Built: 1953,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 39,000 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 42,300 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TRUCKEE DRAIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.895,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 70.2 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: B 815,  Location: SPARKS (Lat: 39.562694,  Lng: -119.749953),  Route carried "on" structure: City street 669,  Year Built: 1959,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 35,000 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,000 (year 2026),  Design Load: HS 20,  Features Intersected: ORR DITCH,  Facility Carried by Structure: SR 445/PYRAMID L.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.248,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 5 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Good,  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: May 2006

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Structure Number: B13,  Location: SPARKS (Lat: 39.517400,  Lng: -119.740861),  Route carried "on" structure: City street 650,  Year Built: 1971,  Status: Open,  Structure Length: 6.89m (22.60ft),  Average Daily Traffic: 25,520 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 45,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TRUCKEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.062,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.9m (75.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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: April 2006,  Underwater Inspection Date: September 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B1424,  Location: SPARKS (Lat: 39.493675,  Lng: -119.748039),  Route carried "on" structure: City street 650,  Year Built: 1981,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 25,700 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 31,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: BOYNTON SLOUGH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.9m (52.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 65.7 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006

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Structure Number: B1523,  Location: SPARKS (Lat: 39.527628,  Lng: -119.778078),  Route carried "on" structure: City street 648,  Year Built: 1977,  Status: Open,  Structure Length: 11.92m (39.11ft),  Average Daily Traffic: 19,700 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 37,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TRUCKEE RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.613,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $3,290,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $4,935,000 ( 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: B1534,  Location: SPARKS (Lat: 39.518431,  Lng: -119.761303),  Route carried "on" structure: City street 668,  Year Built: 1971,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 11,800 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TRUCKEE RVR,  Facility Carried by Structure: ROCK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.9m (62.0ft)

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,  Length Of Structure Improvement: 8.64m (28.35ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Underwater Inspection Date: April 2006,  Bridge Improvement Cost: $1,339,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $2,008,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B1716,  Location: SPARKS (Lat: 39.521708,  Lng: -119.771153),  Route carried "on" structure: City street 667,  Year Built: 1980,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 14,600 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TRUCKEE RIVER,  Facility Carried by Structure: GREG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 66.2 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B1819,  Location: NORTHEASTERN SPARKS (Lat: 39.556361,  Lng: -119.724703),  Route carried "on" structure: Business City street 674,  Year Built: 1972,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 19,200 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 21,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: N TRUCKEE DRAIN,  Facility Carried by Structure: BARING BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: B182,  Location: NORTHEASTERN SPARKS (Lat: 39.551408,  Lng: -119.718822),  Route carried "on" structure: Business City street ,  Year Built: 1985,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 10,560 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: SPRINGLAND DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: B1821,  Location: NORTHEASTERN SPARKS (Lat: 39.541983,  Lng: -119.714931),  Route carried "on" structure: Business City street 646,  Year Built: 1981,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 13,400 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 19,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: PRATER WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 40.5 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,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: B1822,  Location: EASTERN SPARKS (Lat: 39.533661,  Lng: -119.714936),  Route carried "on" structure: Business City street ,  Year Built: 1981,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 2,420 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: EAST LINCOLN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 40.5 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: May 2006

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Structure Number: B1824,  Location: EASTERN SPARKS (Lat: 39.522611,  Lng: -119.705733),  Route carried "on" structure: Business City street 674,  Year Built: 1981,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 10,560 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 17,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: GREG ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 2006

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Structure Number: B1825,  Location: NORTHEASTERN SPARKS (Lat: 39.543547,  Lng: -119.715033),  Route carried "on" structure: Business City street 675,  Year Built: 1985,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 21,500 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: SPARK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 2006

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Structure Number: B186,  Location: SPARKS (Lat: 39.569117,  Lng: -119.726628),  Route carried "on" structure: Ramp City street ,  Year Built: 1984,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,430 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,500 (year 2026),  Design Load: HS 20,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: SADDLEBACK DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 65.7 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 2006

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Structure Number: B1898,  Location: SPARKS (Lat: 39.566247,  Lng: -119.725564),  Route carried "on" structure: City street 677,  Year Built: 1990,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,430 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: NORTH TRUCKEE DRAIN,  Facility Carried by Structure: SHADOWBROOK LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal 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),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.1m (0.3ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 70.2 metric tons,  Inventory Rating: 32.4 metric tons,  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: May 2006

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Structure Number: B2245,  Location: SPARK (Lat: 39.525000,  Lng: -119.708333),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 165 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 350 (year 2026),  Design Load: HS 20,  Features Intersected: N TRUCKEE DRN,  Facility Carried by Structure: KLEPPE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 15.4m (50.5ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 70.8 metric tons,  Inventory Rating: 30.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: B2581,  Location: SPARKS (Lat: 39.568928,  Lng: -119.726358),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 850 (year 2006),  Average Future Daily Traffic: 2,000 (year 2026),  Design Load: HS 20,  Features Intersected: N TRUCKEE DRN,  Facility Carried by Structure: SPANISH SPRINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.1m (26.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 70.8 metric tons,  Inventory Rating: 32.7 metric tons,  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: May 2006

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Structure Number: B2695,  Location: SPARKS (Lat: 39.599272,  Lng: -119.729078),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,650 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,750 (year 2026),  Design Load: HS 20,  Features Intersected: SUN VLY DVRSN,  Facility Carried by Structure: SPARKS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.1m (46.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2006

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Structure Number: B2696,  Location: SPARKS (Lat: 39.534744,  Lng: -119.726764),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.77m (2.53ft),  Average Daily Traffic: 110 (year 2006),  Average Future Daily Traffic: 200 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: HARBOR COVE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.9m (42.3ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.7m (25.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: B2697,  Location: SPARKS (Lat: 39.564158,  Lng: -119.705233),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,760 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,750 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: LOS ALTOS PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.0m (6.6ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 70.8 metric tons,  Inventory Rating: 32.7 metric tons,  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: May 2006

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Structure Number: B2712,  Location: SPARKS (Lat: 39.572233,  Lng: -119.693919),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 1,600 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,750 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: LOS ALTOS PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.8m (48.6ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.4m (11.2ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft)

Condition: Channel: Very good,  Culverts: Good,  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: May 2006

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Structure Number: B2717,  Location: SPARKS (Lat: 39.589994,  Lng: -119.728831),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 1,760 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,750 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: SPARKS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: May 2006

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Structure Number: B2727,  Location: SPARKS (Lat: 39.612139,  Lng: -119.689736),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,100 (year 2006),  Average Future Daily Traffic: 1,875 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: WINGFIELD SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Structural Evaluation: Equal to present desirable 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: May 2006

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Structure Number: B2728,  Location: SPARKS (Lat: 39.615161,  Lng: -119.681761),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,210 (year 2006),  Average Future Daily Traffic: 2,500 (year 2026),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: WINGFIELD SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Channel: Very good,  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,  Inspection Date: May 2006

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Structure Number: B2882,  Location: N SPARKS (Lat: 39.597367,  Lng: -119.718317),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 300 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 750 (year 2026),  Design Load: HS 20,  Features Intersected: TOE OF SPARKS DAM,  Facility Carried by Structure: VISTA DEL RANCHO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.7m (38.4ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 2.0m (6.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006

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Structure Number: G1131,  Location: SPARKS (Lat: 39.530172,  Lng: -119.739864),  Route carried "on" structure: Business City street 650,  Year Built: 1967,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 6.25m (20.51ft),  Average Daily Traffic: 38,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 48,250 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.633,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.7m (94.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Length Of Structure Improvement: 7.29m (23.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,596,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,394,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: G185,  Location: SPARKS (Lat: 39.527628,  Lng: -119.715061),  Route carried "on" structure: City street 675,  Year Built: 1989,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 8,160 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 15,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SPRR,  Facility Carried by Structure: SPARKS BL
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: 25.3m (83.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.8m (84.6ft),  Out-to-Out Width: 29.0m (95.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to 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: June 2006,  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: H 866E,  Location: SPARKS (Lat: 39.533903,  Lng: -119.759075),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 31.70m (104.00ft),  Average Daily Traffic: 12,275 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 30,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CITY STREETS(NUGGET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.518,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: H 866W,  Location: SPARKS (Lat: 39.533936,  Lng: -119.759336),  Route carried "on" structure: Interstate 80,  Year Built: 1966,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 31.70m (104.00ft),  Average Daily Traffic: 12,275 (year 2006),  Truck Traffic: 13%,  Average Future Daily Traffic: 30,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CITY STREETS(NUGGET)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.518,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.5m (44.3ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: H1003,  Location: SPARKS (Lat: 39.534450,  Lng: -119.776106),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 88,000 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 98,750 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR667 EL RANCHO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.050,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.4m (129.3ft),  Skew: 23 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 39.4m (129.3ft),  Out-to-Out Width: 42.1m (138.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.68m (25.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $2,109,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $3,164,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: H1228,  Location: SPARKS (Lat: 39.532664,  Lng: -119.765861),  Route carried "on" structure: Business City street ,  Year Built: 1968,  Status: Open,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 2,200 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,200 (year 2026),  Design Load: HS 20,  Features Intersected: SR668 ROCK BL,  Facility Carried by Structure: CRANE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.217,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 51.3 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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1753,  Location: SPARKS (Lat: 39.525856,  Lng: -119.714947),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 6,380 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: KLEPPE LN,  Facility Carried by Structure: SPARKS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 27.0m (88.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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,  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: May 2006,  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: H184,  Location: SPARKS (Lat: 39.533364,  Lng: -119.765731),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1987,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 1,900 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,875 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR668 ROCK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.278,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2654,  Location: SPARKS (Lat: 39.535625,  Lng: -119.777931),  Route carried "on" structure: Ramp State highway 667,  Year Built: 2004,  Status: Open,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 2,750 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,400 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: 4TH STREET,  Facility Carried by Structure: RMP KIETZKE-395N/S
Minimum Vertical Clearance: 0.00m,  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 58.0m (190.3ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 70.8 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 desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: I1002,  Location: SPARKS (Lat: 39.535497,  Lng: -119.778925),  Route carried "on" structure: Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 88,500 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 95,800 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR647 4TH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.796,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 34 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 37.8m (124.0ft),  Curb-To-Curb Width: 32.3m (106.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I1002R,  Location: SPARKS (Lat: 39.535550,  Lng: -119.778425),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 2004,  Status: Open,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 28,500 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 30,000 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR647 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.768,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 70.8 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  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: I1005E,  Location: SPARKS (Lat: 39.533886,  Lng: -119.765558),  Route carried "on" structure: Interstate 80,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 38,950 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 62,810 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR668 ROCK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.950,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: I1005W,  Location: SPARKS (Lat: 39.534025,  Lng: -119.765431),  Route carried "on" structure: Interstate 80,  Year Built: 1968,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 38,950 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 62,810 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR668 ROCK BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.950,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: I1006,  Location: SPARKS (Lat: 39.534236,  Lng: -119.752869),  Route carried "on" structure: Interstate 80,  Year Built: 1999,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 90,150 (year 2006),  Truck Traffic: 25%,  Average Future Daily Traffic: 107,395 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR445 PYRAMID WY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.038,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 39 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 64.0m (210.0ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.8m (120.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  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: I1007E,  Location: SPARKS (Lat: 39.533186,  Lng: -119.738731),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 29,400 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 41,960 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR650 E McCARRAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.300,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.5 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I1007W,  Location: SPARKS (Lat: 39.533481,  Lng: -119.738514),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 29,400 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 41,960 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR650 E McCARRAN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.300,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 16.9m (55.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 82.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I1008,  Location: SPARKS (Lat: 39.526328,  Lng: -119.700592),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 26,300 (year 2006),  Truck Traffic: 19%,  Average Future Daily Traffic: 37,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I 80,  Facility Carried by Structure: VISTA BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.5 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,  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: May 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I101,  Location: SPARKS (Lat: 39.534686,  Lng: -119.775681),  Route carried "on" structure: Ramp Interstate 80,  Year Built: 1969,  Status: Open,  Structure Length: 5.58m (18.31ft),  Average Daily Traffic: 2,000 (year 2006),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,200 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: SR667 KIETZKE LN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.693,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 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: 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: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Low Slump Concrete

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Structure Number: I1556,  Location: SPARKS (Lat: 39.528142,  Lng: -119.715006),  Route carried "on" structure: City street ,  Year Built: 1989,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 23,500 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 35,500 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: I 80,  Facility Carried by Structure: SPARKS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.723,  Lanes on structure: 5,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.2m (82.7ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 25.2m (82.7ft),  Out-to-Out Width: 30.6m (100.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 63.7 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  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: P272,  Location: SPARKS (Lat: 39.606981,  Lng: -119.694069),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,500 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,750 (year 2026),  Design Load: HS 20,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: VISTA BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 32.8m (107.6ft)

Condition: Superstructure: Good,  Substructure: Very good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: P2727,  Location: SPARKS (Lat: 39.612211,  Lng: -119.689786),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 750 (year 2005),  Average Future Daily Traffic: 1,875 (year 2026),  Design Load: HS 20,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: WINGFIELD SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: P2728,  Location: SPARKS (Lat: 39.615161,  Lng: -119.681761),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,000 (year 2005),  Average Future Daily Traffic: 2,500 (year 2026),  Design Load: HS 20,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: WINGFIELD SPRINGS
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.9m (9.5ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Superstructure: Good,  Substructure: Very good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006

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Structure Number: H1003,  Location: SPARKS (Lat: 39.534450,  Lng: -119.776106),  Route carried "under" structure: State highway 667,  Year Built: 1969,  Structure Length: 6.64m (21.78ft),  Average Daily Traffic: 15,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR667 EL RANCHO,  Facility Carried by Structure: I 80
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 32.9m (107.9ft)

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Structure Number: H1228,  Location: SPARKS (Lat: 39.532664,  Lng: -119.765861),  Route carried "under" structure: State highway 668,  Year Built: 1968,  Structure Length: 2.08m (6.82ft),  Average Daily Traffic: 32,000 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR668 ROCK BL,  Facility Carried by Structure: CRANE ST
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: H184,  Location: SPARKS (Lat: 39.533364,  Lng: -119.765731),  Route carried "under" structure: State highway 668,  Year Built: 1987,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 32,000 (year 2005),  Features Intersected: SR668 ROCK BL,  Facility Carried by Structure: RMP I 80E TO ROCK
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: H2654,  Location: SPARKS (Lat: 39.535625,  Lng: -119.777931),  Route carried "under" structure: State highway 647,  Year Built: 2004,  Structure Length: 8.40m (27.56ft),  Average Daily Traffic: 13,700 (year 2005),  Truck Traffic: 3%,  Features Intersected: 4TH STREET,  Facility Carried by Structure: RMP KIETZKE-395N/S
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.0m (190.3ft)

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Structure Number: I1002,  Location: SPARKS (Lat: 39.535497,  Lng: -119.778925),  Route carried "under" structure: State highway 647,  Year Built: 1969,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 14,100 (year 2005),  Truck Traffic: 4%,  Features Intersected: SR647 4TH ST,  Facility Carried by Structure: I 80
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: I1002R,  Location: SPARKS (Lat: 39.535550,  Lng: -119.778425),  Route carried "under" structure: State highway 647,  Year Built: 2004,  Structure Length: 7.90m (25.92ft),  Average Daily Traffic: 13,700 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR647 4TH STREET,  Facility Carried by Structure: RMP I 80 TO US395
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.0m (141.1ft)

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Structure Number: I1005E,  Location: SPARKS (Lat: 39.533886,  Lng: -119.765558),  Route carried "under" structure: State highway 668,  Year Built: 1968,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 16,500 (year 2005),  Truck Traffic: 3%,  Features Intersected: SR668 ROCK BL,  Facility Carried by Structure: I 80E
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 5,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)