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

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Structure Number: B 76,  Location: NORTH LAS VEGAS (Lat: 36.210400,  Lng: -115.105692),  Route carried "on" structure: State highway 604,  Year Built: 2007,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 35,158 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAS VEGAS WASH,  Facility Carried by Structure: LAS VEGAS BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.803,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.4m (70.2ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 60.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal 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: B 503,  Location: SOUTH OF LAS VEGAS (Lat: 36.005653,  Lng: -115.172483),  Route carried "on" structure: State highway 604,  Year Built: 2004,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 43,430 (year 2040),  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.357,  Lanes on structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 24.0m (78.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Very good,  Culverts: Good,  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: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: B 504,  Location: SOUTH OF LAS VEGAS (Lat: 36.021661,  Lng: -115.172317),  Route carried "on" structure: State highway 142,  Year Built: 1948,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,430 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH,  Facility Carried by Structure: SR604/LAS VEGAS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.841,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 28.6m (93.8ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B 505,  Location: SOUTH OF LAS VEGAS (Lat: 36.023800,  Lng: -115.172325),  Route carried "on" structure: State highway 142,  Year Built: 1948,  Status: Open,  Structure Length: 1.08m (3.54ft),  Average Daily Traffic: 21,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,430 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH,  Facility Carried by Structure: SR604/LAS VEGAS BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.074,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 37.8m (124.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: B 506,  Location: SOUTH OF LAS VEGAS (Lat: 36.039200,  Lng: -115.172361),  Route carried "on" structure: State highway 604,  Year Built: 1948,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 35,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 72,384 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.791,  Lanes on structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 41.5m (136.2ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B 508,  Location: Las Vegas (Lat: 36.118442,  Lng: -115.172822),  Route carried "on" structure: City street 604,  Year Built: 1948,  Year Reconstructed: 1951,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 60,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 124,087 (year 2040),  Design Load: HS 20,  Features Intersected: Flamingo Wash,  Facility Carried by Structure: Las Vegas Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 46.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: B 589,  Location: NORTH OF LAS VEGAS (Lat: 36.228731,  Lng: -115.074400),  Route carried "on" structure: City street 604,  Year Built: 1957,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 6,950 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,373 (year 2040),  Design Load: HS 20,  Features Intersected: VANDENBERG WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.297,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $1,374,000

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Structure Number: B 59,  Location: NORTHEAST OF LAS VEGAS (Lat: 36.231975,  Lng: -115.068908),  Route carried "on" structure: State highway 604,  Year Built: 1957,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 6,950 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 14,373 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 58.908,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 4.0m (13.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 43.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.34m (10.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $804,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $1,205,000

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Structure Number: B 596N,  Location: NORTH OF LAS VEGAS (Lat: 36.292056,  Lng: -115.000356),  Route carried "on" structure: Interstate 15,  Year Built: 1963,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 25%,  Average Future Daily Traffic: 24,817 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 88.899,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020

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Structure Number: B 651,  Location: LAS VEGAS (Lat: 36.085328,  Lng: -115.172783),  Route carried "on" structure: State highway 604,  Year Built: 1995,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 51,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 105,474 (year 2040),  Design Load: HS 20,  Features Intersected: WEST SIDE CHNL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.0m (13.1ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.0m

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: B 652,  Location: Las Vegas (Lat: 36.102436,  Lng: -115.172944),  Route carried "on" structure: City street 604,  Year Built: 1957,  Year Reconstructed: 1968,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 68,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 140,632 (year 2040),  Design Load: HS 20,  Features Intersected: Tropicana Wash,  Facility Carried by Structure: Las Vegas Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft)

Condition: Channel: Very good,  Culverts: Fair,  Operating Rating: 38.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: B 791,  Location: LAS VEGAS (Lat: 36.078186,  Lng: -115.180689),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 186,000 (year 2017),  Truck Traffic: 21%,  Average Future Daily Traffic: 384,670 (year 2040),  Design Load: HS 20,  Features Intersected: BOULDER JCT WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.698,  Lanes on structure: 16,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 54.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $300,000,  Roadway Improvement Cost: $30,000,  Total Project Cost: $450,000

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Structure Number: B 795,  Location: Las Vegas (Lat: 36.098964,  Lng: -115.180703),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 256,900 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 531,299 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tropicana Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 59.998,  Lanes on structure: 17,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 2.8m (9.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.1 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 24 months,  Inspection Date: Febuary 2021

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Structure Number: B 797,  Location: Las Vegas (Lat: 36.100819,  Lng: -115.177039),  Route carried "on" structure: City street 593,  Year Built: 1964,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 30,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 62,044 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Tropicana Wash,  Facility Carried by Structure: Tropicana Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 34 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: B 799,  Location: Las Vegas (Lat: 36.121667,  Lng: -115.180000),  Route carried "on" structure: Interstate 15,  Year Built: 1986,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 280,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 333,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Flamingo Wash
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 61.895,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 59.1m (193.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 54.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: B 8,  Location: Las Vegas (Lat: 36.121667,  Lng: -115.180000),  Route carried "on" structure: Interstate 15,  Year Built: 1964,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 280,000 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 333,000 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: B 802,  Location: Las Vegas (Lat: 36.120000,  Lng: -115.180000),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1964,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 4,700 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH,  Facility Carried by Structure: OFF RAMP FLAMINGO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.056,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 53.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021

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Structure Number: B 954N,  Location: NORTH LAS VEGAS (Lat: 36.225181,  Lng: -115.118378),  Route carried "on" structure: Interstate 15,  Year Built: 1970,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 49,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 101,338 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAS VEGAS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 75.721,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 44.2m (145.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 23.0m (75.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: B1056N,  Location: NORTH OF LAS VEGAS (Lat: 36.408447,  Lng: -115.406986),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.65m (2.13ft),  Average Daily Traffic: 4,850 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1056S,  Location: NORTH OF LAS VEGAS (Lat: 36.408289,  Lng: -115.407289),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,850 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 167.072,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1078N,  Location: NORTH OF LAS VEGAS (Lat: 36.317253,  Lng: -115.302828),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,477 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.274,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: B1078S,  Location: NORTH OF LAS VEGAS (Lat: 36.317114,  Lng: -115.303186),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 14,477 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 153.274,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 47.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: B1081N,  Location: NORTH OF LAS VEGAS (Lat: 36.346233,  Lng: -115.331858),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,375 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.426,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1081S,  Location: NORTH OF LAS VEGAS (Lat: 36.346036,  Lng: -115.332169),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,375 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 157.426,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1083N,  Location: NORTH OF LAS VEGAS (Lat: 36.355819,  Lng: -115.343400),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,375 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1083S,  Location: NORTH OF LAS VEGAS (Lat: 36.355644,  Lng: -115.343650),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 5,500 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 11,375 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 158.907,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1085N,  Location: NORTH OF LAS VEGAS (Lat: 36.404308,  Lng: -115.401969),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.63m (2.07ft),  Average Daily Traffic: 4,850 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1085S,  Location: NORTH OF LAS VEGAS (Lat: 36.404122,  Lng: -115.402300),  Route carried "on" structure: US 95,  Year Built: 1963,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 4,850 (year 2017),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,030 (year 2040),  Design Load: HS 20,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 166.432,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 43.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: B1266,  Location: Las Vegas (Lat: 36.174503,  Lng: -115.149231),  Route carried "on" structure: City street ,  Year Built: 1968,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 345 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 714 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: Las Vegas Creek,  Facility Carried by Structure: F Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft)

Condition: Channel: Very good,  Culverts: Good,  Inventory Rating: 66.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021

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Structure Number: B1337,  Location: LAS VEGAS (Lat: 36.099825,  Lng: -115.238650),  Route carried "on" structure: City street 593,  Year Built: 1985,  Status: Open,  Structure Length: 4.36m (14.30ft),  Average Daily Traffic: 35,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 72,384 (year 2040),  Design Load: HS 20,  Features Intersected: FLAMINGO WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 5 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 67.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 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: B1338,  Location: LAS VEGAS (Lat: 36.102703,  Lng: -115.233972),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 6,200 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,822 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: TORREY PINES DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 25.0m (82.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 45.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: B1344,  Location: LAS VEGAS (Lat: 36.111433,  Lng: -115.153194),  Route carried "on" structure: Business City street ,  Year Built: 1971,  Status: Open,  Structure Length: 3.66m (12.01ft),  Average Daily Traffic: 36,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 74,452 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TROPICANA WASH,  Facility Carried by Structure: PARADISE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.207,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 3.5m (11.5ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Channel: Satisfactory,  Culverts: Poor,  Operating Rating: 45.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Other Special Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: B1387,  Location: LAS VEGAS (Lat: 36.103778,  Lng: -115.224986),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 70,316 (year 2040),  Design Load: HS 20,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: JONES BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 26.6m (87.3ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 26.7m (87.6ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020

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Structure Number: B1388,  Location: Las Vegas (Lat: 36.107017,  Lng: -115.163911),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 250 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 517 (year 2040),  Design Load: HS 20,  Features Intersected: Tropicana Wash,  Facility Carried by Structure: Koval Lane
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 195.1m (640.1ft),  Out-to-Out Width: 228.6m (750.0ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2019

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Structure Number: B1389,  Location: LAS VEGAS (Lat: 36.108028,  Lng: -115.159194),  Route carried "on" structure: County highway ,  Year Built: 1972,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.99m (3.25ft),  Average Daily Traffic: 37,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 76,520 (year 2040),  Design Load: HS 20,  Features Intersected: TROPICANA WASH,  Facility Carried by Structure: HARMON AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.1m (10.2ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.8 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,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: B1413,  Location: LAS VEGAS (Lat: 36.117644,  Lng: -115.137647),  Route carried "on" structure: Business City street ,  Year Built: 1976,  Status: Open,  Structure Length: 1.66m (5.45ft),  Average Daily Traffic: 34,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 70,316 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: MARYLAND PKW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 3.7m (12.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 39.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: B1439,  Location: NW LAS VEGAS (Lat: 36.187683,  Lng: -115.244461),  Route carried "on" structure: US 95,  Year Built: 1977,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 185,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 382,602 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.237,  Lanes on structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021

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Structure Number: B1448,  Location: LAS VEGAS (Lat: 36.142292,  Lng: -115.091208),  Route carried "on" structure: Interstate 515,  Year Built: 1986,  Status: Open,  Structure Length: 4.42m (14.50ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 287,468 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 119.516,  Lanes on structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 44.3m (145.3ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 54.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B1455,  Location: LAS VEGAS (Lat: 36.089103,  Lng: -115.068078),  Route carried "on" structure: US 515,  Year Built: 1987,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 133,000 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 275,060 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DUCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 112.897,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.7m (113.8ft),  Skew: 35 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 35.4m (116.1ft),  Out-to-Out Width: 36.9m (121.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 80.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B1473,  Location: NW LAS VEGAS (Lat: 36.192631,  Lng: -115.245289),  Route carried "on" structure: US 95,  Year Built: 1977,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 165,000 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 341,239 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DRY WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 137.757,  Lanes on structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.8m (78.1ft),  Skew: 32 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 65.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019

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Structure Number: B1488,  Location: LAS VEGAS (Lat: 36.116692,  Lng: -115.141964),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 9,200 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 19,027 (year 2040),  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: CAMBRIDGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.3m (14.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Channel: Satisfactory,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021

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Structure Number: B1525,  Location: LAS VEGAS (Lat: 36.119619,  Lng: -115.127586),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 6,400 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,236 (year 2040),  Design Load: HS 20,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: SPENCER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 23.5m (77.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B1538,  Location: LAS VEGAS (Lat: 36.173781,  Lng: -115.068822),  Route carried "on" structure: State highway 579,  Year Built: 1973,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 28,900 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 59,769 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAS VEGAS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 21 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 31.1m (102.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Operating Rating: 82.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: B1539,  Location: LAS VEGAS (Lat: 36.159006,  Lng: -115.064556),  Route carried "on" structure: State highway 159,  Year Built: 1971,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 55,500 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 114,780 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: LAS VEGAS WASH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.318,  Lanes on structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 26.8m (87.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: B1541,  Location: LAS VEGAS (Lat: 36.123000,  Lng: -115.118833),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 30,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 62,044 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: EASTERN AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.8m (84.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 3.0m (9.8ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 26.3m (86.3ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 35.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: B1543,  Location: LAS VEGAS (Lat: 36.143028,  Lng: -115.082889),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 38,000 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 51,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FLAMINGO WASH,  Facility Carried by Structure: LAMB BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 27.1m (88.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 3.6m (11.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 27.1m (88.9ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 50.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021