Bridge Statistics for North Las Vegas, Nevada (NV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 134Number of bridges
- 1,083ft / 330mTotal length
- $5,868,000Total costs
- 2,262,043Total average daily traffic
- 200,727Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for North Las Vegas
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 31950-1959
- 291960-1969
- 181970-1979
- 61980-1989
- 211990-1999
- 382000-2009
- 152010-2019
- 22020-2022
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- 01990-1999
- 32000-2009
- Bridge Condition - Deck
- 8.3%Very good
- 69.4%Good
- 22.2%Satisfactory
- Bridge Condition - Superstructure
- 16.7%Very good
- 61.1%Good
- 16.7%Satisfactory
- 2.8%Fair
- 2.8%Poor
- Bridge Condition - Substructure
- 13.9%Very good
- 86.1%Good
- Bridge Condition - Channel
- 1.1%Excellent
- 46.7%Very good
- 36.7%Good
- 14.4%Satisfactory
- 1.1%Fair
- Bridge Condition - Culverts
- 1.2%Very good
- 68.7%Good
- 28.9%Satisfactory
- 1.2%Fair
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Structure Number: B2507, Location: NORTH LAS VEGAS (Lat: 36.258122, Lng: -115.170775), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: HAMMER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
Structure Number: B2507, Location: NORTH LAS VEGAS (Lat: 36.258122, Lng: -115.170775), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: HAMMER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.2m (10.5ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 34.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2020
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Structure Number: B2508, Location: NORTH LAS VEGAS (Lat: 36.258217, Lng: -115.179967), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 27,506 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: SIMMONS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.3m (89.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.3m (89.6ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B2508, Location: NORTH LAS VEGAS (Lat: 36.258217, Lng: -115.179967), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 27,506 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: SIMMONS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.3m (89.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 2.8m (9.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 27.3m (89.6ft), Out-to-Out Width: 32.9m (107.9ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B2515, Location: NORTH LAS VEGAS (Lat: 36.261519, Lng: -115.184867), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 11,000 (year 2017), Average Future Daily Traffic: 22,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST TRIB LV CHNL, Facility Carried by Structure: ANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2017
Structure Number: B2515, Location: NORTH LAS VEGAS (Lat: 36.261519, Lng: -115.184867), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.09m (6.86ft), Average Daily Traffic: 11,000 (year 2017), Average Future Daily Traffic: 22,749 (year 2040), Design Load: HS 20+Mod, Features Intersected: WEST TRIB LV CHNL, Facility Carried by Structure: ANN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.6m (15.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 63.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2017
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Structure Number: B2516, Location: NORTH LAS VEGAS (Lat: 36.257136, Lng: -115.171044), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 7,400 (year 2017), Average Future Daily Traffic: 15,304 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: CLAYTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2021
Structure Number: B2516, Location: NORTH LAS VEGAS (Lat: 36.257136, Lng: -115.171044), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 7,400 (year 2017), Average Future Daily Traffic: 15,304 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: CLAYTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 3.8m (12.5ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 39.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: December 2021
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Structure Number: B2517, Location: NORTH LAS VEGAS (Lat: 36.263419, Lng: -115.188942), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 6,100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 12,616 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: ALLEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B2517, Location: NORTH LAS VEGAS (Lat: 36.263419, Lng: -115.188942), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 6,100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 12,616 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: ALLEN LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B2518, Location: NORTH LAS VEGAS (Lat: 36.265114, Lng: -115.193511), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: WILLIS ST
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B2518, Location: NORTH LAS VEGAS (Lat: 36.265114, Lng: -115.193511), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: WILLIS ST
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: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B2519, Location: NORTH LAS VEGAS (Lat: 36.268928, Lng: -115.197464), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B2519, Location: NORTH LAS VEGAS (Lat: 36.268928, Lng: -115.197464), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: VALLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B252, Location: NORTH LAS VEGAS (Lat: 36.272617, Lng: -115.200219), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: CENTENNIAL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B252, Location: NORTH LAS VEGAS (Lat: 36.272617, Lng: -115.200219), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 1,650 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,412 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS CHANNEL, Facility Carried by Structure: CENTENNIAL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 25 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.4m (24.3ft)
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B2634, Location: CITY OF NORTH LAS VEGAS (Lat: 36.291317, Lng: -115.134225), Route carried "on" structure: Interstate 215, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,350 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 17,269 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 59.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B2634, Location: CITY OF NORTH LAS VEGAS (Lat: 36.291317, Lng: -115.134225), Route carried "on" structure: Interstate 215, Year Built: 2001, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 8,350 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 17,269 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 34 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 59.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B2635, Location: CITY OF NORTH LAS VEGAS (Lat: 36.291200, Lng: -115.133442), Route carried "on" structure: Interstate 215, Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,350 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 17,269 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
Structure Number: B2635, Location: CITY OF NORTH LAS VEGAS (Lat: 36.291200, Lng: -115.133442), Route carried "on" structure: Interstate 215, Year Built: 2002, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 8,350 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 17,269 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 8, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: November 2020
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Structure Number: B2639, Location: NORTH LAS VEGAS (Lat: 36.232275, Lng: -115.108683), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS WASH, Facility Carried by Structure: CIVIC CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 88.4 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: B2639, Location: NORTH LAS VEGAS (Lat: 36.232275, Lng: -115.108683), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 6,500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 9,400 (year 2040), Design Load: HS 20+Mod, Features Intersected: LAS VEGAS WASH, Facility Carried by Structure: CIVIC CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.5m (8.2ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 88.4 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: B264, Location: NORTH LAS VEGAS (Lat: 36.243047, Lng: -115.180103), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,550 (year 2040), Features Intersected: GOWAN OUTFALL CHANNEL, Facility Carried by Structure: N SIMMONS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.2m (89.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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
Structure Number: B264, Location: NORTH LAS VEGAS (Lat: 36.243047, Lng: -115.180103), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,550 (year 2040), Features Intersected: GOWAN OUTFALL CHANNEL, Facility Carried by Structure: N SIMMONS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 7, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 27.2m (89.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 27.2m (89.2ft), Out-to-Out Width: 34.6m (113.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 63.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: B2641, Location: NORTH LAS VEGAS (Lat: 36.243058, Lng: -115.170842), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 11,100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 22,956 (year 2040), Features Intersected: DRAINAGE, Facility Carried by Structure: CLAYTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B2641, Location: NORTH LAS VEGAS (Lat: 36.243058, Lng: -115.170842), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 11,100 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 22,956 (year 2040), Features Intersected: DRAINAGE, Facility Carried by Structure: CLAYTON ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.4m (37.4ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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, 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: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B2659, Location: NORTH LAS VEGAS (Lat: 36.246694, Lng: -115.175417), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 7,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 14,890 (year 2040), Design Load: HS 20, Features Intersected: ROSADA CHANNEL, Facility Carried by Structure: LONE MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), 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: Good, Culverts: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: November 2021
Structure Number: B2659, Location: NORTH LAS VEGAS (Lat: 36.246694, Lng: -115.175417), Route carried "on" structure: City street , Year Built: 1994, Status: Open, Structure Length: 0.65m (2.13ft), Average Daily Traffic: 7,200 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 14,890 (year 2040), Design Load: HS 20, Features Intersected: ROSADA CHANNEL, Facility Carried by Structure: LONE MTN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 21.0m (68.9ft), 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: Good, Culverts: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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: November 2021
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Structure Number: B2682, Location: NORTH LAS VEGAS (Lat: 36.236336, Lng: -115.152972), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 20, Features Intersected: CHANNEL, Facility Carried by Structure: REVERE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021
Structure Number: B2682, Location: NORTH LAS VEGAS (Lat: 36.236336, Lng: -115.152972), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 20, Features Intersected: CHANNEL, Facility Carried by Structure: REVERE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.1m (36.4ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: January 2021
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Structure Number: B2693, Location: NORTH LAS VEGAS (Lat: 36.230242, Lng: -115.143300), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 207 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALEXANDER CHANNEL, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.8m (22.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
Structure Number: B2693, Location: NORTH LAS VEGAS (Lat: 36.230242, Lng: -115.143300), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.30m (4.27ft), Average Daily Traffic: 100 (year 2017), Average Future Daily Traffic: 207 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALEXANDER CHANNEL, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.8m (22.3ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 45.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021
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Structure Number: B2726, Location: NW LAS VEGAS (Lat: 36.274486, Lng: -115.203506), Route carried "on" structure: Ramp County highway 215, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.7m (18.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.1 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 48 months, Inspection Date: December 2017
Structure Number: B2726, Location: NW LAS VEGAS (Lat: 36.274486, Lng: -115.203506), Route carried "on" structure: Ramp County highway 215, Year Built: 2001, Year Reconstructed: 2012, Status: Open, Structure Length: 3.88m (12.73ft), Average Daily Traffic: 110 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 5.7m (18.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 71.1 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 48 months, Inspection Date: December 2017
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Structure Number: B2729, Location: NORTH LAS VEGAS (Lat: 36.243892, Lng: -115.143658), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,137 (year 2040), Features Intersected: W LV TRIB WASH, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Good, 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, 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
Structure Number: B2729, Location: NORTH LAS VEGAS (Lat: 36.243892, Lng: -115.143658), Route carried "on" structure: City street , Year Built: 1998, Status: Open, Structure Length: 1.57m (5.15ft), Average Daily Traffic: 550 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,137 (year 2040), Features Intersected: W LV TRIB WASH, Facility Carried by Structure: COMMERCE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.0m (65.6ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.0m (16.4ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft)
Condition: Channel: Good, 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, 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: B2735, Location: NORTH LAS VEGAS (Lat: 36.273378, Lng: -115.054628), Route carried "on" structure: Ramp Interstate 15, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,170 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020
Structure Number: B2735, Location: NORTH LAS VEGAS (Lat: 36.273378, Lng: -115.054628), Route carried "on" structure: Ramp Interstate 15, Year Built: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,170 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: November 2020
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Structure Number: B2736, Location: NORTH LAS VEGAS (Lat: 36.274175, Lng: -115.056417), Route carried "on" structure: Ramp Interstate 15, Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,170 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: 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 2020
Structure Number: B2736, Location: NORTH LAS VEGAS (Lat: 36.274175, Lng: -115.056417), Route carried "on" structure: Ramp Interstate 15, Year Built: 2001, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 5,170 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Good, Culverts: Good, 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: 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 2020
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Structure Number: B2737, Location: NORTH LAS VEGAS (Lat: 36.274747, Lng: -115.034103), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 121 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: MT HOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 42.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: B2737, Location: NORTH LAS VEGAS (Lat: 36.274747, Lng: -115.034103), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 121 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: MT HOOD ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m
Condition: Channel: Very good, Culverts: Satisfactory, Operating Rating: 42.7 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, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: B2738, Location: NORTH LAS VEGAS (Lat: 36.276767, Lng: -115.038592), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 121 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: N BEESLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 33.9 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: 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 2020
Structure Number: B2738, Location: NORTH LAS VEGAS (Lat: 36.276767, Lng: -115.038592), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 121 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 250 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: N BEESLEY DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 33.9 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: 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 2020
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Structure Number: B2743, Location: NORTH LAS VEGAS (Lat: 36.257342, Lng: -115.088708), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 253 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 523 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE, Facility Carried by Structure: DONOVAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: November 2020
Structure Number: B2743, Location: NORTH LAS VEGAS (Lat: 36.257342, Lng: -115.088708), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 253 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 523 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE, Facility Carried by Structure: DONOVAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.6m (21.7ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 75.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: November 2020
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Structure Number: B2749, Location: NORTH LAS VEGAS (Lat: 36.280975, Lng: -115.064367), Route carried "on" structure: Interstate 215, Year Built: 2001, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 46,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
Structure Number: B2749, Location: NORTH LAS VEGAS (Lat: 36.280975, Lng: -115.064367), Route carried "on" structure: Interstate 215, Year Built: 2001, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 2,200 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 46,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: DRAINAGE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 33 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.4m (14.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 32.7 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020
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Structure Number: B2757, Location: CITY OF NORTH LAS VEGAS (Lat: 36.295044, Lng: -115.184486), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 13 (year 2017), Average Future Daily Traffic: 27 (year 2040), Design Load: HS 20, Features Intersected: CHANNEL, Facility Carried by Structure: LINTWHITE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
Structure Number: B2757, Location: CITY OF NORTH LAS VEGAS (Lat: 36.295044, Lng: -115.184486), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.08m (3.54ft), Average Daily Traffic: 13 (year 2017), Average Future Daily Traffic: 27 (year 2040), Design Load: HS 20, Features Intersected: CHANNEL, Facility Carried by Structure: LINTWHITE ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.4m (4.6ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020
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Structure Number: B2758, Location: CITY OF NORTH LAS VEGAS (Lat: 36.276983, Lng: -115.172717), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12 (year 2017), Average Future Daily Traffic: 4,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL, Facility Carried by Structure: E CENTENNIAL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: December 2020
Structure Number: B2758, Location: CITY OF NORTH LAS VEGAS (Lat: 36.276983, Lng: -115.172717), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 12 (year 2017), Average Future Daily Traffic: 4,900 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL, Facility Carried by Structure: E CENTENNIAL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.0m (9.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 61.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 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: December 2020
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Structure Number: B2856, Location: NORTH LAS VEGAS (Lat: 36.249467, Lng: -115.116933), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 8,272 (year 2040), Design Load: HS 20, Features Intersected: UPPER LAS VEGAS CHNL, Facility Carried by Structure: LOSEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
Structure Number: B2856, Location: NORTH LAS VEGAS (Lat: 36.249467, Lng: -115.116933), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 4,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 8,272 (year 2040), Design Load: HS 20, Features Intersected: UPPER LAS VEGAS CHNL, Facility Carried by Structure: LOSEE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.3m (20.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 70.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: January 2021
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Structure Number: B2922, Location: NORTH LAS VEGAS (Lat: 36.254286, Lng: -115.119206), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,200 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 10,754 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: WASHBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft)
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: Febuary 2020
Structure Number: B2922, Location: NORTH LAS VEGAS (Lat: 36.254286, Lng: -115.119206), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 5,200 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 10,754 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: WASHBURN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 16.9m (55.4ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft)
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: Febuary 2020
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Structure Number: B2923, Location: NORTH LAS VEGAS (Lat: 36.268919, Lng: -115.119414), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 7,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 15,925 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: TROPICAL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m
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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
Structure Number: B2923, Location: NORTH LAS VEGAS (Lat: 36.268919, Lng: -115.119414), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 7,700 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 15,925 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: TROPICAL PKWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.3m (27.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m
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, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020
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Structure Number: B2924, Location: NORTH LAS VEGAS (Lat: 36.276439, Lng: -115.121400), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 27,506 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: CENTENNIAL PWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
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: Febuary 2020
Structure Number: B2924, Location: NORTH LAS VEGAS (Lat: 36.276439, Lng: -115.121400), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.99m (6.53ft), Average Daily Traffic: 13,300 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 27,506 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: CENTENNIAL PWY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 6, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.1m (62.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
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: Febuary 2020
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Structure Number: B2925, Location: NORTH LAS VEGAS (Lat: 36.283725, Lng: -115.128494), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 575 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,189 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: E DEER SPRINGS WY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
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: 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: Febuary 2020
Structure Number: B2925, Location: NORTH LAS VEGAS (Lat: 36.283725, Lng: -115.128494), Route carried "on" structure: City street , Year Built: 2008, Status: Open, Structure Length: 1.82m (5.97ft), Average Daily Traffic: 575 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,189 (year 2040), Features Intersected: UPPER LV WASH CHANNEL, Facility Carried by Structure: E DEER SPRINGS WY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft)
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: 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: Febuary 2020
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Structure Number: B2926, Location: North Las Vegas (Lat: 36.277692, Lng: -115.128244), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: Los Arcos St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft)
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: 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: Febuary 2021
Structure Number: B2926, Location: North Las Vegas (Lat: 36.277692, Lng: -115.128244), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 20, Features Intersected: WASH, Facility Carried by Structure: Los Arcos St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft)
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: 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: Febuary 2021
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Structure Number: B2927, Location: North Las Vegas (Lat: 36.276564, Lng: -115.130494), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Donna St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
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: 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: Febuary 2021
Structure Number: B2927, Location: North Las Vegas (Lat: 36.276564, Lng: -115.130494), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 20, Features Intersected: Drainage Channel, Facility Carried by Structure: Donna St
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.8m (22.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
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: 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: Febuary 2021
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Structure Number: B2928, Location: NORTH LAS VEGAS (Lat: 36.276911, Lng: -115.158394), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: BLACK OAKS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: Febuary 2020
Structure Number: B2928, Location: NORTH LAS VEGAS (Lat: 36.276911, Lng: -115.158394), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.02m (3.35ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,250 (year 2040), Design Load: HS 20, Features Intersected: DRAINAGE, Facility Carried by Structure: BLACK OAKS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 1.8m (5.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m
Condition: Channel: Fair, Culverts: Good, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.1 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: Febuary 2020
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Structure Number: B3092, Location: N. LAS VEGAS, S. of CRAIG (Lat: 36.234731, Lng: -115.111781), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL, Facility Carried by Structure: DONOVAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: B3092, Location: N. LAS VEGAS, S. of CRAIG (Lat: 36.234731, Lng: -115.111781), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 0.77m (2.53ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHANNEL, Facility Carried by Structure: DONOVAN WAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 86.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: B3234, Location: 1 mi N of US93 @ GARNET I (Lat: 36.390894, Lng: -114.904664), Route carried "on" structure: US 93, Year Built: 2020, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,750 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 4,125 (year 2037), Design Load: HL 93, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.424, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B3234, Location: 1 mi N of US93 @ GARNET I (Lat: 36.390894, Lng: -114.904664), Route carried "on" structure: US 93, Year Built: 2020, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 3,750 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 4,125 (year 2037), Design Load: HL 93, Features Intersected: WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 85.424, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Channel: Very good, Culverts: Good, Structural Evaluation: Better than present minimum criteria, 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 48 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B3236, Location: MP 53 N OF I15 JCT (Lat: 36.416378, Lng: -114.935128), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,750 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 4,125 (year 2038), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: US93 MP 55.50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.319, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Very good, Culverts: Good, 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 48 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B3236, Location: MP 53 N OF I15 JCT (Lat: 36.416378, Lng: -114.935128), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 3,750 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 4,125 (year 2038), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: US93 MP 55.50
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 89.319, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 23.2m (76.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 23.3m (76.4ft), Out-to-Out Width: 23.3m (76.4ft)
Condition: Channel: Very good, Culverts: Good, 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 48 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B3254, Location: MP 52 N OF I15 JCT (Lat: 36.385750, Lng: -114.899333), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
Structure Number: B3254, Location: MP 52 N OF I15 JCT (Lat: 36.385750, Lng: -114.899333), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 14.9m (48.9ft)
Condition: Channel: Very good, Culverts: Very good, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021, Wearing Surface/Protective System: Wearing Surface: Gravel
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Structure Number: B3256, Location: MP 52 N OF I15 JCT (Lat: 36.391358, Lng: -114.905947), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.9m (45.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Very good, Culverts: Good, 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
Structure Number: B3256, Location: MP 52 N OF I15 JCT (Lat: 36.391358, Lng: -114.905947), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 5 (year 2019), Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.9m (45.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 8, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Very good, Culverts: Good, 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2021
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Structure Number: B3258, Location: GARNET INTCHG US93 MP53 (Lat: 36.394342, Lng: -114.909658), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 67.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: B3258, Location: GARNET INTCHG US93 MP53 (Lat: 36.394342, Lng: -114.909658), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 6, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 67.6 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: B3259, Location: MP 53 N OF I15 JCT (Lat: 36.397125, Lng: -114.913119), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
Structure Number: B3259, Location: MP 53 N OF I15 JCT (Lat: 36.397125, Lng: -114.913119), Route carried "on" structure: ServiceOther road , Year Built: 2019, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 1%, Average Future Daily Traffic: 50 (year 2039), Design Load: HL 93, Features Intersected: CHANNEL, Facility Carried by Structure: ACCESS TO FRCL07
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 49.3 metric tons, Method Used To Determine Inventory Rating: No rating analysis performed, 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 minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: October 2020
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Structure Number: G 953, Location: NORTH LAS VEGAS (Lat: 36.203522, Lng: -115.134553), Route carried "on" structure: Business City street 575, Year Built: 1971, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 13,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 26,886 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 15, UPRR & CONC.CHAN, Facility Carried by Structure: CAREY AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.886, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: G 953, Location: NORTH LAS VEGAS (Lat: 36.203522, Lng: -115.134553), Route carried "on" structure: Business City street 575, Year Built: 1971, Status: Open, Structure Length: 15.00m (49.21ft), Average Daily Traffic: 13,000 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 26,886 (year 2040), Design Load: HS 20+Mod, Features Intersected: I 15, UPRR & CONC.CHAN, Facility Carried by Structure: CAREY AV
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.886, Lanes on structure: 4, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 19.2m (63.0ft), Skew: 29 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 6, Length of Maximum Span: 29.6m (97.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 23.5m (77.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: G 958N, Location: NORTH LAS VEGAS (Lat: 36.245272, Lng: -115.095458), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 27,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 55,839 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.729, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: G 958N, Location: NORTH LAS VEGAS (Lat: 36.245272, Lng: -115.095458), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 27,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 55,839 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.729, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.6m (70.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: G 958S, Location: NORTH LAS VEGAS (Lat: 36.245506, Lng: -115.095689), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 27,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 55,839 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.765, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum 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: Epoxy Overlay
Structure Number: G 958S, Location: NORTH LAS VEGAS (Lat: 36.245506, Lng: -115.095689), Route carried "on" structure: Interstate 15, Year Built: 1970, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 27,000 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 55,839 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 78.765, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 22.1m (72.5ft), Out-to-Out Width: 22.9m (75.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 62.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Better than present minimum 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: Epoxy Overlay
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Structure Number: G 961N, Location: NORTH LAS VEGAS (Lat: 36.269325, Lng: -115.060906), Route carried "on" structure: Interstate 15, Year Built: 1963, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 33,000 (year 2017), Truck Traffic: 25%, Average Future Daily Traffic: 40,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.920, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.6 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G 961N, Location: NORTH LAS VEGAS (Lat: 36.269325, Lng: -115.060906), Route carried "on" structure: Interstate 15, Year Built: 1963, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 33,000 (year 2017), Truck Traffic: 25%, Average Future Daily Traffic: 40,000 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.920, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.9m (68.6ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 20.9m (68.6ft), Out-to-Out Width: 21.8m (71.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.6 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: 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: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: G 961R, Location: NORTH OF NELLIS AFB (Lat: 36.269867, Lng: -115.061500), Route carried "on" structure: Ramp County highway 215, Year Built: 2001, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 3,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,618 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR AND RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: G 961R, Location: NORTH OF NELLIS AFB (Lat: 36.269867, Lng: -115.061500), Route carried "on" structure: Ramp County highway 215, Year Built: 2001, Status: Open, Structure Length: 8.59m (28.18ft), Average Daily Traffic: 3,200 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 6,618 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR AND RANGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.4m (112.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 84.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: G 961S, Location: NORTH LAS VEGAS (Lat: 36.269658, Lng: -115.061225), Route carried "on" structure: Interstate 15, Year Built: 1963, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 25%, Average Future Daily Traffic: 33,090 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.920, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.6 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: G 961S, Location: NORTH LAS VEGAS (Lat: 36.269658, Lng: -115.061225), Route carried "on" structure: Interstate 15, Year Built: 1963, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 16,000 (year 2017), Truck Traffic: 25%, Average Future Daily Traffic: 33,090 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.920, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 18.9m (62.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.6 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: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: G1127, Location: NORTH LAS VEGAS (Lat: 36.217831, Lng: -115.125092), Route carried "on" structure: City street 574, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 60,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 124,087 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.138, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 44.9m (147.3ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 44.9m (147.3ft), Out-to-Out Width: 48.7m (159.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: G1127, Location: NORTH LAS VEGAS (Lat: 36.217831, Lng: -115.125092), Route carried "on" structure: City street 574, Year Built: 1970, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 60,000 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 124,087 (year 2040), Design Load: HS 20+Mod, Features Intersected: UPRR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.138, Lanes on structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 44.9m (147.3ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 44.9m (147.3ft), Out-to-Out Width: 48.7m (159.8ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete