Bridge Statistics for Paradise, Nevada (NV)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 27Number of bridges
- 669ft / 204mTotal length
- 225,415Total average daily traffic
- 5,991Total average daily truck traffic
- 466,182Total future (year 2040) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Paradise
- No street view available for this location
- New bridges - historical statistics
- 21970-1979
- 21990-1999
- 12000-2009
- 222010-2019
- Bridge Condition - Superstructure
- 36.0%Very good
- 48.0%Good
- 16.0%Satisfactory
- Bridge Condition - Substructure
- 28.0%Very good
- 72.0%Good
- Bridge Condition - Channel
- 20.0%Very good
- 80.0%Good
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Structure Number: B1540E, Location: NORTH OF HENDERSON (Lat: 36.085603, Lng: -115.071464), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 24,817 (year 2040), Design Load: HS 20+Mod, Features Intersected: DUCK CRK, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B1540E, Location: NORTH OF HENDERSON (Lat: 36.085603, Lng: -115.071464), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 24,817 (year 2040), Design Load: HS 20+Mod, Features Intersected: DUCK CRK, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B1540W, Location: NORTH OF HENDERSON (Lat: 36.085761, Lng: -115.071456), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 24,817 (year 2040), Design Load: HS 20+Mod, Features Intersected: DUCK CRK, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: B1540W, Location: NORTH OF HENDERSON (Lat: 36.085761, Lng: -115.071456), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 12,000 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 24,817 (year 2040), Design Load: HS 20+Mod, Features Intersected: DUCK CRK, Facility Carried by Structure: RUSSELL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.0m, Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 53.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: B2099, Location: WEST of HENDERSON (Lat: 36.026261, Lng: -115.128356), Route carried "on" structure: Interstate 215, Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 154,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 318,490 (year 2040), Design Load: HS 20+Mod, Features Intersected: PITTMAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 56.1 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: October 2021
Structure Number: B2099, Location: WEST of HENDERSON (Lat: 36.026261, Lng: -115.128356), Route carried "on" structure: Interstate 215, Year Built: 1991, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 154,000 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 318,490 (year 2040), Design Load: HS 20+Mod, Features Intersected: PITTMAN WASH
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 10, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 36.6m (120.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 4.0m (13.1ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 56.1 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: October 2021
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Structure Number: B276, Location: LAS VEGAS (Lat: 36.108592, Lng: -115.217225), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 115 (year 2017), Average Future Daily Traffic: 238 (year 2040), Design Load: HS 20, Features Intersected: NFORK FLAMINGO WASH, Facility Carried by Structure: AUTUMNRIDGE APTS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: B276, Location: LAS VEGAS (Lat: 36.108592, Lng: -115.217225), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 115 (year 2017), Average Future Daily Traffic: 238 (year 2040), Design Load: HS 20, Features Intersected: NFORK FLAMINGO WASH, Facility Carried by Structure: AUTUMNRIDGE APTS
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Private, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: December 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: B2761, Location: LAS VEGAS (Lat: 36.107667, Lng: -115.216833), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 2,600 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 5,377 (year 2040), Features Intersected: NFORK FLAMINGO WASH, Facility Carried by Structure: HARMON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.1m (69.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: 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: January 2021
Structure Number: B2761, Location: LAS VEGAS (Lat: 36.107667, Lng: -115.216833), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.93m (3.05ft), Average Daily Traffic: 2,600 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 5,377 (year 2040), Features Intersected: NFORK FLAMINGO WASH, Facility Carried by Structure: HARMON AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 21.1m (69.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft)
Condition: Channel: 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: January 2021
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Structure Number: H2995, Location: SE LAS VEGAS AIRPORT AREA (Lat: 36.084000, Lng: -115.144208), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 30.66m (100.59ft), Average Daily Traffic: 5,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,341 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2995, Location: SE LAS VEGAS AIRPORT AREA (Lat: 36.084000, Lng: -115.144208), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 30.66m (100.59ft), Average Daily Traffic: 5,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,341 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 8, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 50.0m (164.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H2996, Location: SE LAS VEGAS AIRPORT (Lat: 36.086144, Lng: -115.143500), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,000 (year 2017), Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO G3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2996, Location: SE LAS VEGAS AIRPORT (Lat: 36.086144, Lng: -115.143500), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 1,000 (year 2017), Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO G3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H2997L, Location: SE Las Vegas airport (Lat: 36.086514, Lng: -115.143669), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H2997L, Location: SE Las Vegas airport (Lat: 36.086514, Lng: -115.143669), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.1m (115.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H2997M, Location: SE Las Vegas airport (Lat: 36.086819, Lng: -115.142269), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 12.41m (40.72ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,102 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H2997M, Location: SE Las Vegas airport (Lat: 36.086819, Lng: -115.142269), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 12.41m (40.72ft), Average Daily Traffic: 1,500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 3,102 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Length of Maximum Span: 35.7m (117.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H2997R, Location: SE LAS VEGAS AIRPORT (Lat: 36.086369, Lng: -115.143181), Route carried "on" structure: Ramp County highway , Year Built: 2010, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,204 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD TO T3, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2997R, Location: SE LAS VEGAS AIRPORT (Lat: 36.086369, Lng: -115.143181), Route carried "on" structure: Ramp County highway , Year Built: 2010, Status: Open, Structure Length: 9.36m (30.71ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,204 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD TO T3, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 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: 35.1m (115.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H2998M, Location: SE Las Vegas airport (Lat: 36.086831, Lng: -115.140525), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,204 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2998M, Location: SE Las Vegas airport (Lat: 36.086831, Lng: -115.140525), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 17.37m (56.99ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,204 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H2998R, Location: SE Las Vegas airport (Lat: 36.086528, Lng: -115.142044), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 9.49m (31.14ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2998R, Location: SE Las Vegas airport (Lat: 36.086528, Lng: -115.142044), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 9.49m (31.14ft), Average Daily Traffic: 500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 90.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 82.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H2999L, Location: SE OF LV AIRPORT AREA (Lat: 36.086917, Lng: -115.142731), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2999L, Location: SE OF LV AIRPORT AREA (Lat: 36.086917, Lng: -115.142731), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H2999R, Location: SE OF LV AIRPORT AREA (Lat: 36.086597, Lng: -115.142539), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H2999R, Location: SE OF LV AIRPORT AREA (Lat: 36.086597, Lng: -115.142539), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD TO T3
Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3, Location: SE OF LV, AIRPORT AREA (Lat: 36.087544, Lng: -115.141219), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 14,477 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD T3 & G3, Facility Carried by Structure: ACCESS ROAD TO G3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3, Location: SE OF LV, AIRPORT AREA (Lat: 36.087544, Lng: -115.141219), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 3.61m (11.84ft), Average Daily Traffic: 7,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 14,477 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD T3 & G3, Facility Carried by Structure: ACCESS ROAD TO G3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3001, Location: SE LAS VEGAS AIRPORT (Lat: 36.087286, Lng: -115.139694), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 500 (year 2017), Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS TO GARAGE, Facility Carried by Structure: ACCESS TO GARAGE
Minimum Vertical Clearance: 2.90m (9.51ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3001, Location: SE LAS VEGAS AIRPORT (Lat: 36.087286, Lng: -115.139694), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 500 (year 2017), Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS TO GARAGE, Facility Carried by Structure: ACCESS TO GARAGE
Minimum Vertical Clearance: 2.90m (9.51ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3002, Location: SE LAS VEGAS AIRPORT (Lat: 36.087456, Lng: -115.139533), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 500 (year 2017), Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS TO GARAGE, Facility Carried by Structure: ACCESS TO GARAGE
Minimum Vertical Clearance: 2.53m (8.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.2 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, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3002, Location: SE LAS VEGAS AIRPORT (Lat: 36.087456, Lng: -115.139533), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 10.39m (34.09ft), Average Daily Traffic: 500 (year 2017), Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS TO GARAGE, Facility Carried by Structure: ACCESS TO GARAGE
Minimum Vertical Clearance: 2.53m (8.30ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 3, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.2 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, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3003, Location: SE LAS VEGAS AIRPORT (Lat: 36.087514, Lng: -115.139817), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 1,500 (year 2017), Average Future Daily Traffic: 3,102 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS RD TO P3, Facility Carried by Structure: ACCESS RD TO P3
Minimum Vertical Clearance: 2.90m (9.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3003, Location: SE LAS VEGAS AIRPORT (Lat: 36.087514, Lng: -115.139817), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 1,500 (year 2017), Average Future Daily Traffic: 3,102 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS RD TO P3, Facility Carried by Structure: ACCESS RD TO P3
Minimum Vertical Clearance: 2.90m (9.51ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3004, Location: SE OF LV AIRPORT AREA (Lat: 36.086986, Lng: -115.136978), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2017), Average Future Daily Traffic: 414 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3004, Location: SE OF LV AIRPORT AREA (Lat: 36.086986, Lng: -115.136978), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 200 (year 2017), Average Future Daily Traffic: 414 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.8m (22.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3005, Location: SE LAS VEGAS AIRPORT (Lat: 36.087425, Lng: -115.135069), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2017), Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: P3 TO T3 & OUTSIDE, Facility Carried by Structure: P3 TO T3 & OUTSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3005, Location: SE LAS VEGAS AIRPORT (Lat: 36.087425, Lng: -115.135069), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 8.08m (26.51ft), Average Daily Traffic: 500 (year 2017), Average Future Daily Traffic: 1,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: P3 TO T3 & OUTSIDE, Facility Carried by Structure: P3 TO T3 & OUTSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3006, Location: SE LAS VEGAS AIRPORT (Lat: 36.087544, Lng: -115.134972), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,000 (year 2017), Average Future Daily Traffic: 4,136 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS RD TO T3 & OUTSID, Facility Carried by Structure: ACCESS TO OUTSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3006, Location: SE LAS VEGAS AIRPORT (Lat: 36.087544, Lng: -115.134972), Route carried "on" structure: ServiceCounty highway , Year Built: 2012, Status: Open, Structure Length: 8.05m (26.41ft), Average Daily Traffic: 2,000 (year 2017), Average Future Daily Traffic: 4,136 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS RD TO T3 & OUTSID, Facility Carried by Structure: ACCESS TO OUTSIDE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3007L, Location: SE Las Vegas Airport (Lat: 36.086789, Lng: -115.132378), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 5,170 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road to T3, Facility Carried by Structure: Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3007L, Location: SE Las Vegas Airport (Lat: 36.086789, Lng: -115.132378), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 2,500 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 5,170 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road to T3, Facility Carried by Structure: Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.1m (36.4ft)
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: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3007M, Location: SE Las Vegas airport (Lat: 36.086950, Lng: -115.133489), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 15.45m (50.69ft), Average Daily Traffic: 5,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,341 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3007M, Location: SE Las Vegas airport (Lat: 36.086950, Lng: -115.133489), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 15.45m (50.69ft), Average Daily Traffic: 5,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 10,341 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 56.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3007R, Location: Access Road to T3 (Lat: 36.086917, Lng: -115.132247), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: SE Las Vegas, Facility Carried by Structure: Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: H3007R, Location: Access Road to T3 (Lat: 36.086917, Lng: -115.132247), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 2,068 (year 2040), Design Load: HS 25 or greater, Features Intersected: SE Las Vegas, Facility Carried by Structure: Access Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 76.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: H3008, Location: SE Las Vegas Airport (Lat: 36.087111, Lng: -115.131942), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,136 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3008, Location: SE Las Vegas Airport (Lat: 36.087111, Lng: -115.131942), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,136 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Owner: Local Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 90.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H3009, Location: SE Las Vegas Airport (Lat: 36.086753, Lng: -115.130450), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,204 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: Local Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H3009, Location: SE Las Vegas Airport (Lat: 36.086753, Lng: -115.130450), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 9.72m (31.89ft), Average Daily Traffic: 3,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 6,204 (year 2040), Design Load: HS 25 or greater, Features Intersected: Access Road, Facility Carried by Structure: Access Road to T3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Lanes under structure: 4, Owner: Local Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 2, Length of Maximum Span: 51.5m (169.0ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 25.3m (83.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 75.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: H301, Location: SE LAS VEGAS AIRPORT (Lat: 36.091217, Lng: -115.147247), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,136 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD to T1,2, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: H301, Location: SE LAS VEGAS AIRPORT (Lat: 36.091217, Lng: -115.147247), Route carried "on" structure: Ramp County highway , Year Built: 2012, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 2,000 (year 2017), Truck Traffic: 1%, Average Future Daily Traffic: 4,136 (year 2040), Design Load: HS 25 or greater, Features Intersected: ACCESS ROAD to T1,2, Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 1, Owner: Local Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 82.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 48 months, Inspection Date: Febuary 2018, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete