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

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Structure Number: B 673,  Location: NEAR SLOAN (Lat: 35.965164,  Lng: -115.174261),  Route carried "on" structure: State highway 146,  Year Built: 1961,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 38,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 78,588 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SLOAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.180,  Lanes on structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 53.3m (174.9ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 72.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.4 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 48 months,  Inspection Date: December 2020

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Structure Number: B 723,  Location: NORTH OF SLOAN (Lat: 35.950214,  Lng: -115.182275),  Route carried "on" structure: Interstate 15,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 59,000 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 122,019 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SLOAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.372,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.55m (8.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $457,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $686,000

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Structure Number: B 727,  Location: SOUTH OF LAS VEGAS (Lat: 36.018828,  Lng: -115.180369),  Route carried "on" structure: Interstate 15,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 140,000 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 289,536 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.116,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 36.6m (120.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 56.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.9 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,  Length Of Structure Improvement: 1.48m (4.86ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $27,000,  Total Project Cost: $398,000

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Structure Number: B 728,  Location: SOUTH OF LAS VEGAS (Lat: 36.025008,  Lng: -115.180703),  Route carried "on" structure: Interstate 15,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 140,000 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 150,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.802,  Lanes on structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 51.8m (169.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 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: December 2020

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Structure Number: B 729,  Location: SOUTH OF LAS VEGAS (Lat: 36.041067,  Lng: -115.180586),  Route carried "on" structure: Interstate 15,  Year Built: 1961,  Year Reconstructed: 1980,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 140,000 (year 2017),  Truck Traffic: 22%,  Average Future Daily Traffic: 289,536 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.573,  Lanes on structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 30 degrees,  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: 48.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.26m (7.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $407,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $610,000

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Structure Number: B2986,  Location: SOUTHWEST L.V (Lat: 36.012322,  Lng: -115.243508),  Route carried "on" structure: County highway ,  Year Built: 2010,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 18,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 37,226 (year 2040),  Design Load: HS 20,  Features Intersected: CHANNEL,  Facility Carried by Structure: S. RAINBOW BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 61.0 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2021

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Structure Number: H296,  Location: SOUTH LAS VEGAS (Lat: 36.063778,  Lng: -115.181161),  Route carried "on" structure: Ramp State lands road 215,  Year Built: 2011,  Status: Open,  Structure Length: 8.67m (28.44ft),  Average Daily Traffic: 8,900 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 18,406 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 215E/W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.4m (142.4ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I 674N,  Location: SLOAN (Lat: 35.930469,  Lng: -115.192908),  Route carried "on" structure: Interstate 15,  Year Built: 1959,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 23,150 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 739/SLOAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.095,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 674S,  Location: SLOAN (Lat: 35.930619,  Lng: -115.193178),  Route carried "on" structure: Interstate 15,  Year Built: 1959,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 23,150 (year 2017),  Truck Traffic: 23%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 739/SLOAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.095,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H296,  Location: SOUTH LAS VEGAS (Lat: 36.063778,  Lng: -115.181161),  Route carried "under" structure: Interstate 215,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 60,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 215E/W
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 43.4m (142.4ft)