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

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Structure Number: G2568E,  Location: NORTH LAS VEGAS (Lat: 36.280425,  Lng: -115.064058),  Route carried "on" structure: County highway 215,  Year Built: 2001,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 2,200 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

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: 50.6 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: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: G2568W,  Location: NORTH LAS VEGAS (Lat: 36.280533,  Lng: -115.063867),  Route carried "on" structure: County highway 215,  Year Built: 2001,  Status: Open,  Structure Length: 3.61m (11.84ft),  Average Daily Traffic: 2,200 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: UNION PACIFIC RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.6 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: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: G2847,  Location: NORTH LAS VEGAS (Lat: 36.265983,  Lng: -115.079742),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 12.85m (42.16ft),  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 70,316 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAIL ROAD & DONOVAN ROAD,  Facility Carried by Structure: LAMB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.0m (105.0ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 48.0m (157.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 36.3m (119.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  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: H 948,  Location: NORTH LAS VEGAS (Lat: 36.188356,  Lng: -115.143228),  Route carried "on" structure: City street 577,  Year Built: 1970,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 14,500 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,988 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15,  Facility Carried by Structure: OWENS AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 71.032,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 21.0m (68.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $1,619,000,  Roadway Improvement Cost: $162,000,  Total Project Cost: $2,429,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H 97,  Location: NORTH OF LAS VEGAS (Lat: 36.329692,  Lng: -114.923194),  Route carried "on" structure: ServiceOther road ,  Year Built: 1963,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 1,825 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,000 (year 2040),  Features Intersected: I 15,  Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $442,000,  Roadway Improvement Cost: $44,000,  Total Project Cost: $663,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H1217N,  Location: NORTH LAS VEGAS (Lat: 36.225636,  Lng: -115.246694),  Route carried "on" structure: US 95,  Year Built: 1977,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 73,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 150,973 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOWAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.482,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H1217S,  Location: NORTH LAS VEGAS (Lat: 36.225631,  Lng: -115.246983),  Route carried "on" structure: US 95,  Year Built: 1977,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 73,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 150,973 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOWAN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 141.482,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 26.5m (86.9ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.1 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2826N,  Location: NORTH OF LAS VEGAS (Lat: 36.208417,  Lng: -115.133972),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 15.30m (50.20ft),  Average Daily Traffic: 2,050 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,240 (year 2040),  Design Load: HL 93,  Features Intersected: LOSEE ROAD,  Facility Carried by Structure: NORTH 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 76.2m (250.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2826S,  Location: NORTH OF LAS VEGAS (Lat: 36.208417,  Lng: -115.133972),  Route carried "on" structure: City street ,  Year Built: 2015,  Status: Open,  Structure Length: 13.11m (43.01ft),  Average Daily Traffic: 2,050 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 4,240 (year 2040),  Design Load: HL 93,  Features Intersected: LOSEE ROAD,  Facility Carried by Structure: NORTH 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.6m (54.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 74.4m (244.1ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 17.7m (58.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 51.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I 956,  Location: NORTH LAS VEGAS (Lat: 36.240219,  Lng: -115.101775),  Route carried "on" structure: State highway 573,  Year Built: 1970,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 9.57m (31.40ft),  Average Daily Traffic: 54,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 77.958,  Lanes on structure: 9,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 24 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 37.0m (121.4ft),  Out-to-Out Width: 40.3m (132.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: Bituminous

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Structure Number: I 959N,  Location: NORTH LAS VEGAS (Lat: 36.258119,  Lng: -115.079794),  Route carried "on" structure: Interstate 15,  Year Built: 2005,  Status: Open,  Structure Length: 7.11m (23.33ft),  Average Daily Traffic: 15,025 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 68,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR610 LAMB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.710,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 69.5m (228.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 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,  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: I 959S,  Location: NORTH LAS VEGAS (Lat: 36.258494,  Lng: -115.079825),  Route carried "on" structure: Interstate 15,  Year Built: 2005,  Status: Open,  Structure Length: 7.11m (23.33ft),  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 49,635 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR610 LAMB BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 80.710,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  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: 69.5m (228.0ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 89.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.2 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,  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: I 965S,  Location: NORTH OF LAS VEGAS (Lat: 36.282806,  Lng: -115.026297),  Route carried "on" structure: Interstate 15,  Year Built: 1963,  Status: Open,  Structure Length: 5.30m (17.39ft),  Average Daily Traffic: 11,550 (year 2017),  Truck Traffic: 27%,  Average Future Daily Traffic: 14,523 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SPEEDWAY INTERCHANGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 86.359,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 56.1 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,  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: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I 969N,  Location: NORTH LAS VEGAS (Lat: 36.309886,  Lng: -114.952706),  Route carried "on" structure: Interstate 15,  Year Built: 1963,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 11,725 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR604 LAS VEGAS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.627,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.4m (50.5ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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 969S,  Location: NORTH LAS VEGAS (Lat: 36.310444,  Lng: -114.952561),  Route carried "on" structure: Interstate 15,  Year Built: 1963,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 11,725 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 14,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR604 LAS VEGAS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 93.627,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: I1126,  Location: NORTH LAS VEGAS (Lat: 36.217872,  Lng: -115.123886),  Route carried "on" structure: State highway 574,  Year Built: 1999,  Status: Open,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 66,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 84,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.243,  Lanes on structure: 8,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  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: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 64.0m (210.0ft),  Out-to-Out Width: 66.5m (218.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.6 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: 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: I233,  Location: NORTH OF LAS VEGAS (Lat: 36.289814,  Lng: -115.180294),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 23,100 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 47,774 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215,  Facility Carried by Structure: ALIANTE PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 20 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: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 41.4m (135.8ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.1 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: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  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: I259,  Location: NORTH CC215 (Lat: 36.293231,  Lng: -115.153606),  Route carried "on" structure: City street ,  Year Built: 2016,  Status: Open,  Structure Length: 8.35m (27.40ft),  Average Daily Traffic: 100 (year 2017),  Average Future Daily Traffic: 100 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CC 215,  Facility Carried by Structure: REVERE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 20 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: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 42.1m (138.1ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable 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: I2941,  Location: BTW 5TH St. and Pecos Rd (Lat: 36.289444,  Lng: -115.116944),  Route carried "on" structure: Alternate City street ,  Year Built: 2020,  Status: Open,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 11,600 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 16,000 (year 2037),  Design Load: HL 93,  Features Intersected: CC215 BRUCE WOODBURY BW,  Facility Carried by Structure: LOSEE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 43.9m (144.0ft)

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

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Structure Number: I2943,  Location: BTW N PECOS RD & UPRR (Lat: 36.289719,  Lng: -115.079906),  Route carried "on" structure: Alternate City street ,  Year Built: 2019,  Status: Open,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 500 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,500 (year 2038),  Design Load: HL 93,  Features Intersected: I 215 BRUCE WOODBURY BW,  Facility Carried by Structure: N LAMB BOULEVARD
Minimum Vertical Clearance: 30+ m (98+ ft),  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 39.6m (129.9ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I3233N,  Location: NORTH OF LAS VEGAS (Lat: 36.380811,  Lng: -114.891511),  Route carried "on" structure: Interstate 15,  Year Built: 2019,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 15,000 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 16,500 (year 2037),  Design Load: HL 93,  Features Intersected: US 93 GARNET INTERCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.524,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: I3233S,  Location: NORTH OF LAS VEGAS (Lat: 36.380950,  Lng: -114.891511),  Route carried "on" structure: Interstate 15,  Year Built: 2019,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 9,700 (year 2017),  Truck Traffic: 18%,  Average Future Daily Traffic: 13,440 (year 2040),  Design Load: HL 93,  Features Intersected: US 93 GARNET INTERCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 103.524,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.4m (37.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 60.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.7 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: 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 Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: M1536B,  Location: N LAS VEGAS E BRIDGE (Lat: 36.217650,  Lng: -115.107514),  Route carried "on" structure: City street 574,  Year Built: 1967,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,452 (year 2040),  Design Load: HS 20,  Features Intersected: LAS VEGAS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

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,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $365,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $548,000

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Structure Number: 2361020P,  Location: E. OF N. LAS VEGAS BLVD. (Lat: 36.254275,  Lng: -114.993875),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 100 (year 2021),  Average Future Daily Traffic: 105 (year 2031),  Features Intersected: WASH,  Facility Carried by Structure: E. MINOT AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Air Force,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 1.5m (4.9ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Channel: Excellent,  Culverts: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: No rating analysis performed,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: No rating analysis performed,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: G 393,  Location: NORTHEAST OF LAS VEGAS (Lat: 36.316292,  Lng: -114.951767),  Route carried "under" structure: Other road 407,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 30%,  Features Intersected: FR CL07,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 9.8m (32.2ft)

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Structure Number: G 949,  Location: NORTH LAS VEGAS (Lat: 36.191494,  Lng: -115.141228),  Route carried "under" structure: Interstate 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 180,000 (year 2017),  Truck Traffic: 7%,  Features Intersected: I 15,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 71.431,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 43.3m (142.1ft)

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Structure Number: G 951,  Location: NORTH LAS VEGAS (Lat: 36.195814,  Lng: -115.140825),  Route carried "under" structure: City street 147,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 15,500 (year 2017),  Truck Traffic: 6%,  Features Intersected: SR 147/LAKE MEAD BL,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: G 953,  Location: NORTH LAS VEGAS (Lat: 36.203522,  Lng: -115.134553),  Route carried "under" structure: Interstate 15,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 70,200 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 15, UPRR & CONC.CHAN,  Facility Carried by Structure: CAREY AV
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 72.886,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: G1041,  Location: NORTHEAST OF LAS VEGAS (Lat: 36.329750,  Lng: -114.923133),  Route carried "under" structure: Interstate 15,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 29,900 (year 2017),  Truck Traffic: 25%,  Features Intersected: I 15,  Facility Carried by Structure: UPRR SPUR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 97.084,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: H 948,  Location: NORTH LAS VEGAS (Lat: 36.188356,  Lng: -115.143228),  Route carried "under" structure: Interstate 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 95,395 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 15,  Facility Carried by Structure: OWENS AV
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 71.032,  Lanes on structure: 4,  Lanes under structure: 10,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: H 97,  Location: NORTH OF LAS VEGAS (Lat: 36.329692,  Lng: -114.923194),  Route carried "under" structure: Interstate 15,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 26,200 (year 2009),  Truck Traffic: 9%,  Features Intersected: I 15,  Facility Carried by Structure: PRIVATE ROAD
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: I 956,  Location: NORTH LAS VEGAS (Lat: 36.240219,  Lng: -115.101775),  Route carried "under" structure: Interstate 15,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 34,400 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 15,  Facility Carried by Structure: SR573 CRAIG RD
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 77.958,  Lanes on structure: 9,  Lanes under structure: 7,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: I 959N,  Location: NORTH LAS VEGAS (Lat: 36.258119,  Lng: -115.079794),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: SR 610 LAMB BL,  Facility Carried by Structure: I 15N
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 80.710,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 69.5m (228.0ft)

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Structure Number: I 959S,  Location: NORTH LAS VEGAS (Lat: 36.258494,  Lng: -115.079825),  Route carried "under" structure: County highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 2,500 (year 2009),  Truck Traffic: 2%,  Features Intersected: SR 610 LAMB BL,  Facility Carried by Structure: I 15S
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 80.710,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 69.5m (228.0ft)

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Structure Number: I 969N,  Location: NORTH LAS VEGAS (Lat: 36.309886,  Lng: -114.952706),  Route carried "under" structure: State highway 604,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 4,350 (year 2009),  Truck Traffic: 14%,  Features Intersected: SR604 LAS VEGAS BL,  Facility Carried by Structure: I 15N
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 93.627,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.4m (50.5ft)

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Structure Number: I 969S,  Location: NORTH LAS VEGAS (Lat: 36.310444,  Lng: -114.952561),  Route carried "under" structure: State highway 604,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 4,350 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR604 LAS VEGAS BL,  Facility Carried by Structure: I 15S
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 93.627,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: I1126,  Location: NORTH LAS VEGAS (Lat: 36.217872,  Lng: -115.123886),  Route carried "under" structure: Interstate 15,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 34,975 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 15,  Facility Carried by Structure: SR574 CHEYENNE AVE
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 11.243,  Lanes on structure: 8,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: I233,  Location: NORTH OF LAS VEGAS (Lat: 36.289814,  Lng: -115.180294),  Route carried "under" structure: County highway 215,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 12,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: CC 215,  Facility Carried by Structure: ALIANTE PKWY
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 44.5m (146.0ft)

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Structure Number: P3244,  Location: NORTH LAS VEGAS (Lat: 36.217506,  Lng: -115.111703),  Route carried "under" structure: Alternate State highway 574,  Year Built: 2018,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2017),  Features Intersected: E CHEYENNE AVE,  Facility Carried by Structure: LV WASH PED TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.957,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Truss - Thru,  Length of Maximum Span: 48.8m (160.1ft)