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

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Structure Number: I2991,  Location: SOUTH LAS VEGAS (Lat: 35.999078,  Lng: -115.180708),  Route carried "on" structure: City street ,  Year Built: 2014,  Status: Open,  Structure Length: 8.51m (27.92ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,341 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 15,  Facility Carried by Structure: CACTUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.908,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 36.0m (118.1ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 57.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I2994,  Location: I-15 Between Cactus & Sai (Lat: 35.984592,  Lng: -115.181211),  Route carried "on" structure: Interstate 15,  Year Built: 2019,  Status: Open,  Structure Length: 6.16m (20.21ft),  Average Daily Traffic: 73,500 (year 2018),  Truck Traffic: 14%,  Average Future Daily Traffic: 80,850 (year 2039),  Design Load: HL 93,  Features Intersected: STARR AVE.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.266,  Lanes on structure: 6,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 53.6m (175.9ft),  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: 60.0m (196.9ft),  Curb-To-Curb Width: 53.6m (175.9ft),  Out-to-Out Width: 54.9m (180.1ft)

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: Equal to present minimum criteria,  Approach Roadway Alignment: Superior 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: I302,  Location: CENTENNIAL BOWL (Lat: 36.278172,  Lng: -115.266514),  Route carried "on" structure: Ramp US 95,  Year Built: 2020,  Status: Open,  Structure Length: 80.31m (263.48ft),  Average Daily Traffic: 15,765 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 17,342 (year 2039),  Features Intersected: CC215, US95, OSO BLANCO
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 146.450,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 73.2m (240.2ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I3026,  Location: CENTENNIAL BOWL (Lat: 36.277342,  Lng: -115.267528),  Route carried "on" structure: US 95,  Year Built: 2020,  Status: Open,  Structure Length: 50.44m (165.49ft),  Average Daily Traffic: 46,500 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 51,500 (year 2040),  Design Load: HL 93,  Features Intersected: CC215, US95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 149.186,  Lanes on structure: 1,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

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

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Structure Number: I3035,  Location: US 95/ CC 215 INTERCHANGE (Lat: 36.276831,  Lng: -115.264322),  Route carried "on" structure: Ramp City street 95,  Year Built: 2017,  Status: Open,  Structure Length: 72.09m (236.52ft),  Average Daily Traffic: 45,250 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 93,582 (year 2040),  Design Load: HL 93,  Features Intersected: CC215,US95,Sky Pointe Dr
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 147.480,  Lanes on structure: 2,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 11,  Length of Maximum Span: 76.2m (250.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I3190N,  Location: 1.12mi N OF SKYE CANYON D (Lat: 36.326319,  Lng: -115.311011),  Route carried "on" structure: US 95,  Year Built: 2019,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 7,250 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,975 (year 2037),  Design Load: HL 93,  Features Intersected: KYLE CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.706,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 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: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.5 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: Meets minimum limits,  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: I3190S,  Location: 1.12mi N OF SKYE CANYON D (Lat: 36.326211,  Lng: -115.311461),  Route carried "on" structure: US 95,  Year Built: 2019,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 14,500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,500 (year 2037),  Design Load: HL 93,  Features Intersected: KYLE CANYON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 154.706,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 2 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: 17.7m (58.1ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.4 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: Meets minimum limits,  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: I3218N,  Location: LAS VEGAS (Lat: 36.159039,  Lng: -115.160408),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: SR 159 CHARLESTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.190,  Lanes on structure: 7,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 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: 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: I3218S,  Location: PROJECT NEON (Lat: 36.159022,  Lng: -115.160986),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: CHARLESTON BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.190,  Lanes on structure: 6,  Lanes under structure: 13,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 28.6m (93.8ft),  Out-to-Out Width: 29.5m (96.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than 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: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I3221N,  Location: N SPAGHETTI BOWL (Lat: 36.174244,  Lng: -115.154961),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 160,000 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,000 (year 2034),  Design Load: HL 93,  Features Intersected: US95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.009,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.4 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: 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: I3221S,  Location: N SPAGHETTI BOWL (Lat: 36.174244,  Lng: -115.154961),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 9.93m (32.58ft),  Average Daily Traffic: 160,000 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,000 (year 2034),  Design Load: HL 93,  Features Intersected: US95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.009,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.8m (58.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I3222N,  Location: LAS VEGAS (Lat: 36.174964,  Lng: -115.154061),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 160,000 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,000 (year 2034),  Design Load: HL 93,  Features Intersected: RAMP I-15N to MLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.121,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  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: 16.0m (52.5ft),  Curb-To-Curb Width: 20.2m (66.3ft),  Out-to-Out Width: 21.2m (69.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: I3222S,  Location: LAS VEGAS (Lat: 36.175050,  Lng: -115.154281),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 1.60m (5.25ft),  Average Daily Traffic: 160,000 (year 2014),  Truck Traffic: 8%,  Average Future Daily Traffic: 170,000 (year 2034),  Design Load: HL 93,  Features Intersected: RAMP I-15S to MLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.121,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.0m (52.5ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal 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: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I3224N,  Location: NEON (Lat: 36.175317,  Lng: -115.160858),  Route carried "on" structure: US 95,  Year Built: 2017,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 115,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 237,833 (year 2040),  Design Load: HL 93,  Features Intersected: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.393,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  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: I3224S,  Location: NEON (Lat: 36.175125,  Lng: -115.160850),  Route carried "on" structure: US 95,  Year Built: 2017,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 115,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 237,833 (year 2040),  Design Load: HL 93,  Features Intersected: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.393,  Lanes on structure: 4,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.5m (159.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Underclear: Superior to present desirable criteria,  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: I3235,  Location: 2 mi N of GARNET INTCHG (Lat: 36.402758,  Lng: -114.919375),  Route carried "on" structure: US 93,  Year Built: 2018,  Status: Open,  Structure Length: 2.97m (9.74ft),  Average Daily Traffic: 3,300 (year 2017),  Average Future Daily Traffic: 3,400 (year 2037),  Design Load: HL 93,  Features Intersected: GRAND VALLEY PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 91.411,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.8m (48.6ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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 48 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: I3294,  Location: Across I-15 from City Cen (Lat: 36.108367,  Lng: -115.188133),  Route carried "on" structure: Ramp City street ,  Year Built: 2020,  Status: Open,  Structure Length: 3.86m (12.66ft),  Average Daily Traffic: 14,000 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,400 (year 2040),  Design Load: HL 93,  Features Intersected: Harmon,  Facility Carried by Structure: Valley View to Har
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.6m (126.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 50.3 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: M1562B,  Location: LAS VEGAS (Lat: 36.121861,  Lng: -115.120250),  Route carried "on" structure: County highway ,  Year Built: 1976,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 575 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,189 (year 2040),  Design Load: HS 20,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: TIOGA WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 5.2m (17.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: M2103B,  Location: SOUTH EAST LAS VEGAS (Lat: 36.041306,  Lng: -115.156625),  Route carried "on" structure: County highway ,  Year Built: 1992,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 115 (year 2017),  Average Future Daily Traffic: 238 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH,  Facility Carried by Structure: FAIRFIELD AV.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 1.5m (4.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.4 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: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2021

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Structure Number: P2205,  Location: NORTHWEST LAS VEGAS (Lat: 36.178806,  Lng: -115.310889),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 750 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: BANBURRY CROSS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Culverts: Satisfactory,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $21,000,  Total Project Cost: $309,000

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Structure Number: P2209,  Location: NORTHWEST LAS VEGAS (Lat: 36.190606,  Lng: -115.287597),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 9,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: RAMPART BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft)

Condition: Culverts: Good,  Operating Rating: 34.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: P2261,  Location: NORTHWEST LAS VEGAS (Lat: 36.163456,  Lng: -115.323228),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 500 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,250 (year 2040),  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: TOWN CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft)

Condition: Culverts: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: P2421,  Location: SUMMERLIN (Lat: 36.176508,  Lng: -115.316417),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 150 (year 2017),  Average Future Daily Traffic: 250 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: GOLF CART PATH,  Facility Carried by Structure: HUALAPAI WY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.7m (5.6ft)

Condition: Culverts: Good,  Operating Rating: 64.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021

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Structure Number: P2422,  Location: SUMMERLIN (Lat: 36.184639,  Lng: -115.333886),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 250 (year 2017),  Average Future Daily Traffic: 300 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN,  Facility Carried by Structure: FAR HILLS DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 17.5m (57.4ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Culverts: Good,  Operating Rating: 49.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $298,000

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Structure Number: P2423,  Location: SUMMERLIN (Lat: 36.189539,  Lng: -115.334069),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.74m (2.43ft),  Average Daily Traffic: 250 (year 2017),  Average Future Daily Traffic: 350 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PEDESTRIAN,  Facility Carried by Structure: LAURELGLEN DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.4m (24.3ft)

Condition: Culverts: Good,  Operating Rating: 69.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.26m (4.13ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $257,000

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Structure Number: L2016541,  Location: 2.9 mi from Red Rock VC (Lat: 36.158419,  Lng: -115.452411),  Route carried "on" structure: Federal lands road ,  Year Built: 2016,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 8,000 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 8,000 (year 2040),  Design Load: HL 93,  Features Intersected: Sandstone Quarry Wash,  Facility Carried by Structure: 4062-LV: RED ROCK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.666,  Lanes on structure: 1,  Owner: Bureau of Land Management,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 33.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: G 195,  Location: LAS VEGAS (Lat: 36.177281,  Lng: -115.144569),  Route carried "under" structure: State highway 579,  Year Built: 1936,  Structure Length: 0. m,  Average Daily Traffic: 26,070 (year 2017),  Truck Traffic: 5%,  Features Intersected: SR579 BONANZA RD,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 2.834,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: G 47,  Location: LAS VEGAS (Lat: 36.158847,  Lng: -115.156403),  Route carried "under" structure: City street 159,  Year Built: 1959,  Structure Length: 0. m,  Average Daily Traffic: 49,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: SR 159/CHARLESTON BL,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.33m (14.21ft),  Kilometerpoint: 46.296,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.5m (41.0ft)

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Structure Number: G 79,  Location: LAS VEGAS (Lat: 36.076786,  Lng: -115.180817),  Route carried "under" structure: Interstate 15,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 186,000 (year 2017),  Truck Traffic: 21%,  Features Intersected: I 15,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 35.750,  Lanes under structure: 16,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.3m (112.5ft)

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Structure Number: G 947,  Location: LAS VEGAS (Lat: 36.175578,  Lng: -115.145547),  Route carried "under" structure: City street ,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 22,100 (year 2009),  Truck Traffic: 3%,  Features Intersected: UPRR & MAIN ST,  Facility Carried by Structure: I 515, US95, US93
Minimum Vertical Clearance: 4.79m (15.72ft),  Kilometerpoint: 127.034,  Lanes on structure: 6,  Lanes under structure: 9,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: G 971,  Location: NORTH OF LAS VEGAS (Lat: 36.359542,  Lng: -114.903039),  Route carried "under" structure: Interstate 15,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 29,900 (year 2017),  Truck Traffic: 24%,  Features Intersected: I 15,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 100.922,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.3m (60.0ft)

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Structure Number: G1224,  Location: NORTH OF LAS VEGAS (Lat: 36.188372,  Lng: -115.141175),  Route carried "under" structure: City street 577,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,600 (year 2017),  Truck Traffic: 4%,  Features Intersected: OWENS AV,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: G1482,  Location: LAS VEGAS (Lat: 36.181389,  Lng: -115.141839),  Route carried "under" structure: State highway 578,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 19,000 (year 2017),  Truck Traffic: 4%,  Features Intersected: SR 578 WASHINGTON AV,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: G1754,  Location: LAS VEGAS (Lat: 36.100853,  Lng: -115.193275),  Route carried "under" structure: Other road 593,  Year Built: 1980,  Structure Length: 0. m,  Average Daily Traffic: 55,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: TROPICANA AV,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: G1975,  Location: LAS VEGAS (Lat: 36.068661,  Lng: -115.147269),  Route carried "under" structure: County highway ,  Year Built: 1994,  Structure Length: 0. m,  Average Daily Traffic: 27,550 (year 2017),  Truck Traffic: 8%,  Features Intersected: SR 171/AIRPORT CONNECTOR,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.636,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: G2149,  Location: LAS VEGAS (Lat: 36.173428,  Lng: -115.146911),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 633 (year 2017),  Truck Traffic: 3%,  Features Intersected: OGDEN AV,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.08m (13.39ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 12.2m (40.0ft)

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Structure Number: G215,  Location: LAS VEGAS (Lat: 36.166461,  Lng: -115.151511),  Route carried "under" structure: City street ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 633 (year 2017),  Truck Traffic: 3%,  Features Intersected: BONNEVILLE AV,  Facility Carried by Structure: UPRR
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Slab,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: G2475,  Location: SW OF LAS VEGAS (Lat: 36.086283,  Lng: -115.197300),  Route carried "under" structure: County highway ,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 2017),  Truck Traffic: 3%,  Features Intersected: RUSSELL ROAD,  Facility Carried by Structure: RAIL ROAD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: G2538,  Location: LAS VEGAS (Lat: 36.120031,  Lng: -115.181825),  Route carried "under" structure: County highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 3%,  Features Intersected: TWAIN AVENUE,  Facility Carried by Structure: RAIL ROAD
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 7,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: G2828,  Location: SOUTH WEST OF LAS VEGAS (Lat: 36.071747,  Lng: -115.201431),  Route carried "under" structure: County highway ,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 1,500 (year 2017),  Features Intersected: SUNSET ROAD,  Facility Carried by Structure: RAILROAD
Minimum Vertical Clearance: 5.49m (18.01ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: G2841,  Location: SOUTHWEST OF LV. (Lat: 36.057003,  Lng: -115.209450),  Route carried "under" structure: County highway ,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: WEST WARM SPRING RD.,  Facility Carried by Structure: RAIL ROAD (UPRR)
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: G2842,  Location: SOUTHWEST OF LAS VEGAS (Lat: 36.059936,  Lng: -115.207864),  Route carried "under" structure: County highway ,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 24,000 (year 2017),  Truck Traffic: 1%,  Features Intersected: DECATUR BLVD,  Facility Carried by Structure: RAIL ROAD (UPRR)
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 0.000,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: H 788,  Location: SOUTH LAS VEGAS (Lat: 36.057128,  Lng: -115.180786),  Route carried "under" structure: Ramp Interstate 215,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 15,  Facility Carried by Structure: WARM SPRINGS RD
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 55.353,  Lanes on structure: 6,  Lanes under structure: 15,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: H 788,  Location: SOUTH LAS VEGAS (Lat: 36.057128,  Lng: -115.180786),  Route carried "under" structure: Ramp Interstate 15,  Year Built: 2012,  Structure Length: 0. m,  Average Daily Traffic: 6,050 (year 2009),  Truck Traffic: 3%,  Features Intersected: I 15,  Facility Carried by Structure: WARM SPRINGS RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 55.353,  Lanes on structure: 6,  Lanes under structure: 15,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

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Structure Number: H 942,  Location: LAS VEGAS (Lat: 36.177175,  Lng: -115.151231),  Route carried "under" structure: State highway 579,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SR 579 BONANZA ROAD,  Facility Carried by Structure: I 15
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 69.503,  Lanes on structure: 8,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: H 942R,  Location: LAS VEGAS (Lat: 36.177228,  Lng: -115.150589),  Route carried "under" structure: State highway 579,  Year Built: 2010,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: SR 579 BONANZA ROAD,  Facility Carried by Structure: ON RAMP I 15N
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.0m (114.8ft)

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Structure Number: H1211,  Location: WEST OF LAS VEGAS (Lat: 36.181331,  Lng: -115.244461),  Route carried "under" structure: US 95,  Year Built: 1978,  Structure Length: 0. m,  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: US 95,  Facility Carried by Structure: WASHINGTON AVE
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 136.521,  Lanes on structure: 4,  Lanes under structure: 12,  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: H1212,  Location: LAS VEGAS (Lat: 36.188664,  Lng: -115.244583),  Route carried "under" structure: US 95,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 142,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: US 95,  Facility Carried by Structure: VEGAS DR
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: H1214,  Location: LAS VEGAS (Lat: 36.203472,  Lng: -115.244597),  Route carried "under" structure: US 95,  Year Built: 1990,  Structure Length: 0. m,  Average Daily Traffic: 130,000 (year 2009),  Truck Traffic: 3%,  Features Intersected: US 95,  Facility Carried by Structure: SMOKE RANCH RD
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 138.975,  Lanes on structure: 4,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: H1218,  Location: LAS VEGAS (Lat: 36.233089,  Lng: -115.246972),  Route carried "under" structure: US 95,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 117,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: US 95 & CONC. CHANNEL,  Facility Carried by Structure: ALEXANDER ROAD
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 142.289,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: H122,  Location: LAS VEGAS (Lat: 36.247967,  Lng: -115.246728),  Route carried "under" structure: Interstate 95,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 94,000 (year 2009),  Features Intersected: US 95,  Facility Carried by Structure: LONE MOUNTAIN RD.
Minimum Vertical Clearance: 5.27m (17.29ft),  Kilometerpoint: 137.782,  Lanes on structure: 2,  Lanes under structure: 11,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: H1243,  Location: LAS VEGAS (Lat: 36.173861,  Lng: -115.233147),  Route carried "under" structure: US 95,  Year Built: 1976,  Structure Length: 0. m,  Average Daily Traffic: 152,504 (year 2009),  Truck Traffic: 4%,  Features Intersected: US 95,  Facility Carried by Structure: TORREY PINES DR
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 13,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.9m (137.5ft)

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Structure Number: H1441,  Location: LAS VEGAS (Lat: 36.167858,  Lng: -115.111694),  Route carried "under" structure: City street ,  Year Built: 1984,  Structure Length: 0. m,  Average Daily Traffic: 5,000 (year 2009),  Truck Traffic: 1%,  Features Intersected: 28TH STREET,  Facility Carried by Structure: I 515, US95, US93
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 123.736,  Lanes on structure: 8,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: H1446,  Location: LAS VEGAS (Lat: 36.146203,  Lng: -115.091369),  Route carried "under" structure: City street 589,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 36,600 (year 2009),  Truck Traffic: 4%,  Features Intersected: SAHARA AVENUE,  Facility Carried by Structure: I 515, US95, US93
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 119.983,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: H145,  Location: LAS VEGAS (Lat: 36.129611,  Lng: -115.088897),  Route carried "under" structure: State highway 590,  Year Built: 1981,  Structure Length: 0. m,  Average Daily Traffic: 35,800 (year 2009),  Truck Traffic: 3%,  Features Intersected: SR590 DESERT INN RD,  Facility Carried by Structure: I 515, US95, US93
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 118.126,  Lanes on structure: 8,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: H1454,  Location: LAS VEGAS (Lat: 36.091994,  Lng: -115.073092),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 23,300 (year 2009),  Truck Traffic: 4%,  Features Intersected: FAU 611/MOUNTAIN VISTA,  Facility Carried by Structure: I-515, US95, US93
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 113.505,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 53.3m (174.9ft)

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Structure Number: H1458,  Location: LAS VEGAS (Lat: 36.107658,  Lng: -115.082444),  Route carried "under" structure: Interstate 515,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 118,943 (year 2009),  Truck Traffic: 4%,  Features Intersected: I 515, US95, US93,  Facility Carried by Structure: HARMON AVENUE
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 115.525,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: H1804,  Location: LAS VEGAS (Lat: 36.080506,  Lng: -115.044586),  Route carried "under" structure: Interstate 515,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 99,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: I 515, US95, US93,  Facility Carried by Structure: STEPHANIE STREET
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 110.549,  Lanes on structure: 3,  Lanes under structure: 8,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 33.8m (110.9ft)

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Structure Number: H1816,  Location: MCCARRAN AIRPORT L V (Lat: 36.091408,  Lng: -115.146889),  Route carried "under" structure: City street ,  Year Built: 1985,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: PARADISE RD,  Facility Carried by Structure: SWENSON ST
Minimum Vertical Clearance: 5.91m (19.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: H1901N,  Location: LAS VEGAS (Lat: 36.120403,  Lng: -115.180436),  Route carried "under" structure: County highway ,  Year Built: 1993,  Structure Length: 0. m,  Average Daily Traffic: 10,400 (year 2009),  Truck Traffic: 5%,  Features Intersected: INDUSTRIAL RD,  Facility Carried by Structure: I 15N
Minimum Vertical Clearance: 5.40m (17.72ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 62.2m (204.1ft)

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Structure Number: H1968,  Location: LAS VEGAS (Lat: 36.035289,  Lng: -115.133147),  Route carried "under" structure: Interstate 215,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 128,000 (year 2009),  Truck Traffic: 4%,  Features Intersected: I 215 BELTWAY,  Facility Carried by Structure: WIGWAM AV
Minimum Vertical Clearance: 6.25m (20.51ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 39.9m (130.9ft)

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Structure Number: H1971N,  Location: LAS VEGAS (Lat: 36.049967,  Lng: -115.135486),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2009),  Truck Traffic: 8%,  Features Intersected: ROBINDALE ROAD,  Facility Carried by Structure: I 215 BELT WAY
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 49.7m (163.1ft)

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Structure Number: H1971S,  Location: LAS VEGAS (Lat: 36.049944,  Lng: -115.135772),  Route carried "under" structure: County highway ,  Year Built: 1995,  Structure Length: 0. m,  Average Daily Traffic: 1,100 (year 2009),  Truck Traffic: 8%,  Features Intersected: ROBINDALE ROAD,  Facility Carried by Structure: I 215 BELT WAY
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 49.7m (163.1ft)