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

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Structure Number: H1339,  Location: N. OF SPAGHETTI BOWL (Lat: 36.178217,  Lng: -115.149367),  Route carried "on" structure: Interstate 15,  Year Built: 2014,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 117,000 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 145,000 (year 2040),  Design Load: HL 93,  Features Intersected: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.669,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 45.6m (149.6ft),  Out-to-Out Width: 46.9m (153.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 64.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: H1339R,  Location: LAS VEGAS (Lat: 36.178153,  Lng: -115.148850),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2010,  Status: Open,  Structure Length: 15.10m (49.54ft),  Average Daily Traffic: 80,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: F - D STREET CONNECTOR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 43.0m (141.1ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1412,  Location: EAST SIDE OF LAS VEGAS (Lat: 36.166778,  Lng: -115.098222),  Route carried "on" structure: Interstate 515,  Year Built: 1982,  Status: Open,  Structure Length: 4.97m (16.31ft),  Average Daily Traffic: 153,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,422 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PECOS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.521,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.1m (161.1ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 58.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1441,  Location: LAS VEGAS (Lat: 36.167858,  Lng: -115.111694),  Route carried "on" structure: Interstate 515,  Year Built: 1984,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 153,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,422 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 28TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.736,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.1m (138.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.2m (145.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 55.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1442,  Location: LAS VEGAS (Lat: 36.167694,  Lng: -115.105544),  Route carried "on" structure: Interstate 515,  Year Built: 1984,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 153,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 316,422 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MOJAVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 123.190,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 37.2m (122.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 79.6 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 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1443,  Location: EAST LAS VEGAS (Lat: 36.166142,  Lng: -115.096542),  Route carried "on" structure: Interstate 515,  Year Built: 1982,  Status: Open,  Structure Length: 9.17m (30.09ft),  Average Daily Traffic: 133,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 275,060 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: STEWART AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 122.381,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.4m (116.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb-To-Curb Width: 35.2m (115.5ft),  Out-to-Out Width: 37.0m (121.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 58.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1445,  Location: LAS VEGAS (Lat: 36.151839,  Lng: -115.091500),  Route carried "on" structure: Interstate 515,  Year Built: 1986,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 131,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 270,923 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: WYOMING AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 120.607,  Lanes on structure: 9,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 46.3m (151.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 46.3m (151.9ft),  Out-to-Out Width: 48.0m (157.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 86.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1446,  Location: LAS VEGAS (Lat: 36.146203,  Lng: -115.091369),  Route carried "on" structure: Interstate 515,  Year Built: 1986,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 287,468 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SAHARA AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.983,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 42.7m (140.1ft),  Skew: 32 degrees,  Material/Design: Prestressed 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: 42.7m (140.1ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.7 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H145,  Location: LAS VEGAS (Lat: 36.129611,  Lng: -115.088897),  Route carried "on" structure: Interstate 515,  Year Built: 1981,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 127,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 262,651 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR590 DESERT INN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 118.126,  Lanes on structure: 8,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.0m (164.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 58.4 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: November 2020,  Bridge Improvement Cost: $2,242,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $3,363,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1451,  Location: LAS VEGAS (Lat: 36.122303,  Lng: -115.083656),  Route carried "on" structure: US 515,  Year Built: 1981,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 143,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TWAIN AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 117.180,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 45.1m (148.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.61m (18.41ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $2,044,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $3,066,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1454,  Location: LAS VEGAS (Lat: 36.091994,  Lng: -115.073092),  Route carried "on" structure: US 515,  Year Built: 1987,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 110,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 227,493 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FAU 611/MOUNTAIN VISTA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 113.505,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.3m (174.9ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 77.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $1,906,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $2,859,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1457,  Location: LAS VEGAS (Lat: 36.118622,  Lng: -115.082894),  Route carried "on" structure: Interstate 515,  Year Built: 1986,  Status: Open,  Structure Length: 4.24m (13.91ft),  Average Daily Traffic: 143,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 295,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: VIKING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 49.4m (162.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.8m (137.1ft),  Curb-To-Curb Width: 49.4m (162.1ft),  Out-to-Out Width: 53.3m (174.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 81.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1458,  Location: LAS VEGAS (Lat: 36.107658,  Lng: -115.082444),  Route carried "on" structure: City street 515,  Year Built: 1987,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 7,900 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 208,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 515, US95, US93,  Facility Carried by Structure: HARMON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 115.525,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 25.5m (83.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 62.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1744,  Location: LAS VEGAS (Lat: 36.114328,  Lng: -115.183433),  Route carried "on" structure: State highway 592,  Year Built: 1985,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 78,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 88,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DEAN MARTIN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.274,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.2m (158.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 42.5m (139.4ft),  Out-to-Out Width: 44.4m (145.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 76.4 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1804,  Location: LAS VEGAS (Lat: 36.080506,  Lng: -115.044586),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 6.52m (21.39ft),  Average Daily Traffic: 17,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,192 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 515, US95, US93,  Facility Carried by Structure: STEPHANIE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 110.549,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1815,  Location: MCCARRAN AIRPORT L V (Lat: 36.092353,  Lng: -115.147933),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 6.31m (20.70ft),  Average Daily Traffic: 34,430 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 71,205 (year 2040),  Design Load: HS 20,  Features Intersected: KITTY HAWK DR,  Facility Carried by Structure: AIRPORT ENTRANCE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 7,  Owner: Local Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 15.9m (52.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1816,  Location: MCCARRAN AIRPORT L V (Lat: 36.091408,  Lng: -115.146889),  Route carried "on" structure: City street ,  Year Built: 1985,  Status: Open,  Structure Length: 10.36m (33.99ft),  Average Daily Traffic: 39,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 80,657 (year 2040),  Design Load: HS 20,  Features Intersected: PARADISE RD,  Facility Carried by Structure: SWENSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.28m (37.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,433,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $2,150,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1817,  Location: MCCARRAN AIRPORT L V (Lat: 36.090767,  Lng: -115.148286),  Route carried "on" structure: ServiceOther road ,  Year Built: 1985,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 27,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 56,873 (year 2040),  Design Load: HS 20,  Features Intersected: AIRPORT SERVICE DR,  Facility Carried by Structure: AIRPORT SERVICE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.4m (80.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.8 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: Better than 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 48 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: H1818,  Location: MCCARRAN AIRPORT L V (Lat: 36.085019,  Lng: -115.145569),  Route carried "on" structure: Business Other road ,  Year Built: 1985,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 31,022 (year 2040),  Design Load: HS 20,  Features Intersected: EXIT TO PARADISE RD,  Facility Carried by Structure: EXIT TO SWENSON ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Owner: Local Agency,  Approaching Roadway Width: 18.6m (61.0ft),  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: 24.4m (80.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 23.9m (78.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 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: 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: H1890E,  Location: LAS VEGAS (Lat: 36.178150,  Lng: -115.291442),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 26,250 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: SUMMERLIN PKWY, EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: H1890W,  Location: LAS VEGAS (Lat: 36.178375,  Lng: -115.291183),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 26,250 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: SUMMERLIN PKWY, WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.9m (22.6ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 54.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  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: H1901N,  Location: LAS VEGAS (Lat: 36.120403,  Lng: -115.180436),  Route carried "on" structure: Interstate 15,  Year Built: 1993,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 118,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 333,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDUSTRIAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1901R,  Location: LAS VEGAS (Lat: 36.120639,  Lng: -115.180161),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1999,  Status: Open,  Structure Length: 6.22m (20.41ft),  Average Daily Traffic: 25,500 (year 2017),  Average Future Daily Traffic: 333,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDUSTRIAL RD,  Facility Carried by Structure: RMP 15N TO SPR MTN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.1m (203.7ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 60.7 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1901S,  Location: LAS VEGAS (Lat: 36.120294,  Lng: -115.180769),  Route carried "on" structure: Interstate 15,  Year Built: 1993,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 118,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 333,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: INDUSTRIAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 62.2m (204.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 78.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.38m (24.21ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,604,000,  Roadway Improvement Cost: $160,000,  Total Project Cost: $2,405,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1941,  Location: LAS VEGAS (Lat: 36.086036,  Lng: -115.182747),  Route carried "on" structure: Alternate County highway 594,  Year Built: 1993,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 26,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,500 (year 2040),  Design Load: HS 20,  Features Intersected: INDUSTRIAL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.283,  Lanes on structure: 7,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 53.0m (173.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 38.4m (126.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 77.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1967N,  Location: LAS VEGAS (Lat: 36.027828,  Lng: -115.129692),  Route carried "on" structure: Interstate 215,  Year Built: 1996,  Status: Open,  Structure Length: 6.77m (22.21ft),  Average Daily Traffic: 77,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 159,245 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEBBLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.0m (65.6ft),  Skew: 3 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: 33.5m (109.9ft),  Curb-To-Curb Width: 20.0m (65.6ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1967S,  Location: LAS VEGAS (Lat: 36.027839,  Lng: -115.130067),  Route carried "on" structure: Interstate 215,  Year Built: 1996,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 77,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 159,245 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEBBLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 19.9m (65.3ft),  Skew: 3 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: 33.2m (108.9ft),  Curb-To-Curb Width: 19.9m (65.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1968,  Location: LAS VEGAS (Lat: 36.035289,  Lng: -115.133147),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 1,100 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,275 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 215 BELTWAY,  Facility Carried by Structure: WIGWAM AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 21.0m (68.9ft),  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: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 21.0m (68.9ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1971N,  Location: LAS VEGAS (Lat: 36.049967,  Lng: -115.135486),  Route carried "on" structure: County highway 215,  Year Built: 1995,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 101,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 208,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROBINDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H1971S,  Location: LAS VEGAS (Lat: 36.049944,  Lng: -115.135772),  Route carried "on" structure: County highway 215,  Year Built: 1995,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 5.00m (16.40ft),  Average Daily Traffic: 101,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 208,880 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: ROBINDALE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 49.7m (163.1ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 56.4 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H1974,  Location: LAS VEGAS (Lat: 36.067528,  Lng: -115.147692),  Route carried "on" structure: County highway 171,  Year Built: 1994,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 32,808 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 162,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 171 AIRPORT CONNECT,  Facility Carried by Structure: PILOT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 4,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.71m (25.30ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $874,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $1,311,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1976,  Location: LAS VEGAS (Lat: 36.070111,  Lng: -115.146728),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 1,100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,650 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR 171 AIRPORT CONNECT,  Facility Carried by Structure: GRIER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.808,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.3m (106.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.2 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1979,  Location: LAS VEGAS (Lat: 36.063622,  Lng: -115.163375),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 8.29m (27.20ft),  Average Daily Traffic: 8,300 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 17,165 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 215,  Facility Carried by Structure: GILLESPIE ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.039,  Lanes on structure: 6,  Lanes under structure: 11,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 29.6m (97.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1992,  Location: SOUTH EAST OF LAS VEGAS (Lat: 36.066517,  Lng: -115.190139),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 16,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,090 (year 2040),  Design Load: HS 20,  Features Intersected: I 215,  Facility Carried by Structure: VALLEY VIEW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 10,  Owner: County Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 57.8 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2011,  Location: LAS VEGAS (Lat: 36.130458,  Lng: -115.180581),  Route carried "on" structure: State highway 590,  Year Built: 1995,  Status: Open,  Structure Length: 14.33m (47.01ft),  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 329,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15,  Facility Carried by Structure: DESERT INN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 15,  Owner: State Highway Agency,  Approaching Roadway Width: 29.8m (97.8ft),  Skew: 33 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 33.5m (109.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 54.5 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2013,  Location: LAS VEGAS (Lat: 36.131100,  Lng: -115.165586),  Route carried "on" structure: State highway 604,  Year Built: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 44,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 92,031 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DESERT INN RD,  Facility Carried by Structure: LAS VEGAS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 37.8m (124.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 16.5m (54.1ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 37.8m (124.0ft),  Out-to-Out Width: 115.1m (377.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H2013W,  Location: LAS VEGAS (Lat: 36.131331,  Lng: -115.166419),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 1,375 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,844 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DESERT INN RD,  Facility Carried by Structure: CATHEDRAL WY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 3.2m (10.5ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 59.4m (194.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H2015,  Location: LAS VEGAS (Lat: 36.117017,  Lng: -115.180214),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 15.45m (50.69ft),  Average Daily Traffic: 25,500 (year 2017),  Average Future Daily Traffic: 333,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMP FLAMINGO TO I 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 59.4m (194.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 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: Somewhat better than minimum adequacy,  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: H2040N,  Location: LAS VEGAS (Lat: 36.058444,  Lng: -115.141106),  Route carried "on" structure: County highway 215,  Year Built: 1995,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 85,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 175,790 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PARADISE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.2m (177.8ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H2040S,  Location: LAS VEGAS (Lat: 36.058144,  Lng: -115.141117),  Route carried "on" structure: County highway 215,  Year Built: 1995,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 87,800 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 181,581 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PARADISE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 35.7m (117.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.7m (186.0ft),  Curb-To-Curb Width: 35.7m (117.1ft),  Out-to-Out Width: 36.6m (120.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H2079N,  Location: LAS VEGAS (Lat: 36.025836,  Lng: -115.127364),  Route carried "on" structure: Interstate 215,  Year Built: 1996,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 77,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 159,245 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPENCER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 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: 28.7m (94.2ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete