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

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Structure Number: H2917,  Location: WEST OF LAS VEGAS (Lat: 36.255944,  Lng: -115.247003),  Route carried "on" structure: City street ,  Year Built: 2012,  Status: Open,  Structure Length: 14.16m (46.46ft),  Average Daily Traffic: 6,100 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,616 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: US 95 OFF RAMP,  Facility Carried by Structure: SR599 RANCHO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 42.7m (140.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2947,  Location: SOUTH OF LAS VEGAS (Lat: 36.045197,  Lng: -115.180100),  Route carried "on" structure: Ramp State highway 15,  Year Built: 2011,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 15,511 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: FR ROAD & ONRAMP I15NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 84.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 64.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2948,  Location: SOUTH LAS VEGAS (Lat: 36.046622,  Lng: -115.181314),  Route carried "on" structure: ServiceState highway ,  Year Built: 2011,  Status: Open,  Structure Length: 10.90m (35.76ft),  Average Daily Traffic: 4,500 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,307 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I15SB OFFRAMP TO SR 160,  Facility Carried by Structure: FRONTAGE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.0m (98.4ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2949,  Location: SOUTH LAS VEGAS (Lat: 36.061281,  Lng: -115.181153),  Route carried "on" structure: Ramp State lands road 215,  Year Built: 2011,  Status: Open,  Structure Length: 7.00m (22.97ft),  Average Daily Traffic: 7,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,511 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OFFRAMP 15SB TO 215E&LVB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 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: 34.5m (113.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2951,  Location: SOUTH LAS VEGAS (Lat: 36.063583,  Lng: -115.180367),  Route carried "on" structure: Ramp State lands road 15,  Year Built: 2011,  Status: Open,  Structure Length: 9.00m (29.53ft),  Average Daily Traffic: 17,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 35,158 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 215E/W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 48.0m (157.5ft),  Curb-To-Curb Width: 16.7m (54.8ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2952,  Location: SOUTH LAS VEGAS (Lat: 36.065386,  Lng: -115.180342),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 8,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 16,545 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: OFFRAMP LVB&15NB TO 215W,  Facility Carried by Structure: I 15 NORTH CD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.3m (40.4ft),  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: 39.0m (128.0ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 89.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 60.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2953,  Location: SOUTH LAS VEGAS (Lat: 36.066586,  Lng: -115.180222),  Route carried "on" structure: State highway 15,  Year Built: 2012,  Status: Open,  Structure Length: 12.89m (42.29ft),  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: 15NB ON RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 50.2m (164.7ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 17.3m (56.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 48.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  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: H2956,  Location: SOUTH LAS VEGAS (Lat: 36.068497,  Lng: -115.181319),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2011,  Status: Open,  Structure Length: 9.40m (30.84ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 10,341 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: I 15S OFF RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: H2957,  Location: S. LAS VEGAS (Lat: 36.086025,  Lng: -115.180033),  Route carried "on" structure: State highway 594,  Year Built: 2011,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 5,900 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,202 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: NB FRONTAGE ROAD,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 37.6m (123.4ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2958,  Location: SOUTH OF LAS VEGAS (Lat: 36.086006,  Lng: -115.181358),  Route carried "on" structure: State highway 594,  Year Built: 2011,  Status: Open,  Structure Length: 1.41m (4.63ft),  Average Daily Traffic: 28,100 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 58,114 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SB FRONTAGE ROAD,  Facility Carried by Structure: RUSSELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 27.7m (90.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.1m (46.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 37.6m (123.4ft),  Out-to-Out Width: 42.6m (139.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2979,  Location: LAS VEGAS N. OF I515, US9 (Lat: 36.178692,  Lng: -115.149361),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2013,  Status: Open,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,341 (year 2040),  Design Load: HL 93,  Features Intersected: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.701,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H298,  Location: LAS VEGAS N. OF I515,US95 (Lat: 36.178489,  Lng: -115.149339),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2013,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,102 (year 2040),  Design Load: HL 93,  Features Intersected: F STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.685,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H2992,  Location: SOUTH OF SILVERADO (Lat: 35.999092,  Lng: -115.179658),  Route carried "on" structure: County highway ,  Year Built: 2014,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 12,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 14,600 (year 2040),  Design Load: HL 93,  Features Intersected: ENSWORTH STREET,  Facility Carried by Structure: CACTUS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.1m (82.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 47.5m (155.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 69.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  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,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3011,  Location: MCARRAN AIRPORT (T1) (Lat: 36.085186,  Lng: -115.147636),  Route carried "on" structure: Other road ,  Year Built: 1997,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 1,500 (year 2017),  Average Future Daily Traffic: 3,102 (year 2040),  Design Load: HS 15,  Features Intersected: PARKING EXIT ROAD,  Facility Carried by Structure: GARAGE EXIT 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: 5.0m (16.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3012,  Location: MCARRAN AIRPORT (T1) (Lat: 36.085242,  Lng: -115.147481),  Route carried "on" structure: ServiceOther road ,  Year Built: 1996,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,000 (year 2017),  Average Future Daily Traffic: 10,341 (year 2040),  Design Load: HS 15,  Features Intersected: GARAGE EXIT ROAD,  Facility Carried by Structure: GARAGE EXIT 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: 8.5m (27.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3013,  Location: MCCARRAN AIRPORT (Lat: 36.087278,  Lng: -115.148811),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 1,500 (year 2017),  Average Future Daily Traffic: 3,102 (year 2040),  Design Load: HS 15,  Features Intersected: PLAZA DRIVE,  Facility Carried by Structure: EXPRESS NORTH BRID
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 5.0m (16.4ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 58.8 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: Equal to present desirable 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 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3014,  Location: MCCARRAN AIRPORT (Lat: 36.087361,  Lng: -115.148719),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 7.74m (25.39ft),  Average Daily Traffic: 1,000 (year 2017),  Average Future Daily Traffic: 2,068 (year 2040),  Design Load: HS 15,  Features Intersected: PLAZA DRIVE,  Facility Carried by Structure: DAILY BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 58.4 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,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3015,  Location: MCCARRAN AIRPORT (Lat: 36.087367,  Lng: -115.148636),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1996,  Status: Open,  Structure Length: 5.24m (17.19ft),  Average Daily Traffic: 5,000 (year 2017),  Average Future Daily Traffic: 10,341 (year 2040),  Design Load: HS 15,  Features Intersected: PLAZA DRIVE,  Facility Carried by Structure: BAGGAGE CLAIM N.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 59.4 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3016,  Location: MCCARRAN AIRPORT (Lat: 36.087006,  Lng: -115.149261),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 6,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,443 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: PLAZA DRIVE,  Facility Carried by Structure: ARRIVALS CURB 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: Local Agency,  Approaching Roadway Width: 17.4m (57.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 67.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3017,  Location: MCCARRAN AIRPORT (Lat: 36.083703,  Lng: -115.146897),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BAGGAGE TUNNEL,  Facility Carried by Structure: DEPARTURES CURB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 158.5m (520.0ft)

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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H3018,  Location: MCCARRAN AIRPORT (Lat: 36.086747,  Lng: -115.149775),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: NORTH BAGGAGE TUNNEL,  Facility Carried by Structure: DEPARTURES CURB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 29 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 51.5m (169.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.0 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 replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H3025,  Location: CENTENNIAL BOWL (Lat: 36.276106,  Lng: -115.267767),  Route carried "on" structure: Ramp US 215,  Year Built: 2020,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 19,200 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,120 (year 2039),  Design Load: HL 93,  Features Intersected: OSO BLANCO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.2m (145.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3052,  Location: MCCARRAN AIRPORT (Lat: 36.083983,  Lng: -115.149006),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 20,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SOUTH BAGGAGE TUNNEL,  Facility Carried by Structure: DEPARTURES CURB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Local Agency,  Approaching Roadway Width: 23.5m (77.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 23.5m (77.1ft),  Out-to-Out Width: 35.1m (115.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.1 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: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: H3053,  Location: NEON (Lat: 36.156475,  Lng: -115.160494),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 3.76m (12.34ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: NEON GATEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.917,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.3m (99.4ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: 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: Monolithic Concrete

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Structure Number: H3054,  Location: NEON (Lat: 36.156400,  Lng: -115.160183),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 3.52m (11.55ft),  Average Daily Traffic: 7,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,500 (year 2037),  Design Load: HL 93,  Features Intersected: NEON GATEWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.917,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.3m (109.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: 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: Monolithic Concrete

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Structure Number: H3055,  Location: NEON (Lat: 36.173589,  Lng: -115.157300),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2019,  Status: Open,  Structure Length: 79.43m (260.60ft),  Average Daily Traffic: 63,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 69,300 (year 2037),  Design Load: HL 93,  Features Intersected: I15S, US95S-I15N, MLK-
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.558,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 18,  Length of Maximum Span: 49.3m (161.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3056,  Location: NEON (Lat: 36.151381,  Lng: -115.165578),  Route carried "on" structure: Ramp City street ,  Year Built: 2018,  Status: Open,  Structure Length: 6.49m (21.29ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 20,681 (year 2040),  Design Load: HL 93,  Features Intersected: OAKEY BLVD,  Facility Carried by Structure: SA3 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.273,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.4m (126.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3057,  Location: LAS VEGAS (Lat: 36.158994,  Lng: -115.161156),  Route carried "on" structure: Ramp City street ,  Year Built: 2018,  Status: Open,  Structure Length: 39.65m (130.09ft),  Average Daily Traffic: 14,200 (year 2017),  Average Future Daily Traffic: 29,367 (year 2040),  Design Load: HL 93,  Features Intersected: CHARLESTON/I-15 SB RAMPS,  Facility Carried by Structure: SA3C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.592,  Lanes on structure: 2,  Lanes under structure: 19,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3058,  Location: NEON (Lat: 36.159114,  Lng: -115.161575),  Route carried "on" structure: Ramp City street ,  Year Built: 2017,  Status: Open,  Structure Length: 7.24m (23.75ft),  Average Daily Traffic: 14,000 (year 2017),  Average Future Daily Traffic: 28,954 (year 2040),  Design Load: HL 93,  Features Intersected: CHARLESTON BLVD,  Facility Carried by Structure: CD-S RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 3,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 31.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3059,  Location: NEON (Lat: 36.166233,  Lng: -115.160706),  Route carried "on" structure: ServiceCity street ,  Year Built: 2017,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 14,200 (year 2017),  Average Future Daily Traffic: 29,367 (year 2040),  Design Load: HL 93,  Features Intersected: ALTA,  Facility Carried by Structure: CD-S/CH3A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.995,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 42.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3061,  Location: NEON (Lat: 36.159083,  Lng: -115.161472),  Route carried "on" structure: Alternate City street ,  Year Built: 2017,  Status: Open,  Structure Length: 6.21m (20.37ft),  Average Daily Traffic: 8,000 (year 2017),  Average Future Daily Traffic: 16,545 (year 2040),  Design Load: HL 93,  Features Intersected: CHARLESTON BLVD,  Facility Carried by Structure: FRCL06 S MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.950,  Lanes on structure: 4,  Lanes under structure: 11,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 62.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3217N,  Location: PROJECT NEON (Lat: 36.151711,  Lng: -115.164344),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 7.11m (23.33ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: OAKEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.328,  Lanes on structure: 7,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 33.8m (110.9ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.0m (134.5ft),  Curb-To-Curb Width: 37.2m (122.0ft),  Out-to-Out Width: 38.2m (125.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: H3217S,  Location: PROJECT NEON (Lat: 36.151619,  Lng: -115.164750),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: OAKEY BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 66.328,  Lanes on structure: 7,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 41.1m (134.8ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.9m (127.6ft),  Curb-To-Curb Width: 45.3m (148.6ft),  Out-to-Out Width: 45.9m (150.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: H3219N,  Location: NEON (Lat: 36.166225,  Lng: -115.159836),  Route carried "on" structure: Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 4.07m (13.35ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: ALTA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.995,  Lanes on structure: 8,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.7m (133.5ft),  Curb-To-Curb Width: 35.0m (114.8ft),  Out-to-Out Width: 35.9m (117.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 48.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3219S,  Location: NEON (Lat: 36.166222,  Lng: -115.160239),  Route carried "on" structure: Interstate 15,  Year Built: 2017,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: ALTA DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.995,  Lanes on structure: 7,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.7m (104.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 40.8m (133.9ft),  Curb-To-Curb Width: 31.7m (104.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 34.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum 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: H3220L,  Location: NEON (Lat: 36.171436,  Lng: -115.157906),  Route carried "on" structure: Interstate 15,  Year Built: 2017,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 138,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: W SYMPHONY PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.027,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 57.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3220N,  Location: NEON (Lat: 36.171408,  Lng: -115.157269),  Route carried "on" structure: Interstate 15,  Year Built: 2017,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 139,000 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: W SYMPHONY PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.027,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3220R,  Location: NEON (Lat: 36.171439,  Lng: -115.157678),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2018,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: W SYMPHONY PARK AVE,  Facility Carried by Structure: RAMP ES1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.027,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: H3220S,  Location: NEON (Lat: 36.171436,  Lng: -115.157500),  Route carried "on" structure: Interstate 15,  Year Built: 2017,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 139,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 141,000 (year 2037),  Design Load: HL 93,  Features Intersected: W SYMPHONY PARK AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.027,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.9m (107.9ft),  Curb-To-Curb Width: 24.7m (81.0ft),  Out-to-Out Width: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 50.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: H3224R,  Location: NEON (Lat: 36.175503,  Lng: -115.160858),  Route carried "on" structure: Ramp US 95,  Year Built: 2017,  Status: Open,  Structure Length: 4.84m (15.88ft),  Average Daily Traffic: 46,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 95,133 (year 2040),  Design Load: HL 93,  Features Intersected: MLK BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 128.393,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.8m (156.8ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: I 663,  Location: SOUTH OF LAS VEGAS (Lat: 35.961708,  Lng: -115.181769),  Route carried "on" structure: State highway 146,  Year Built: 2008,  Status: Open,  Structure Length: 10.21m (33.50ft),  Average Daily Traffic: 38,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 78,588 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 35.8m (117.5ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.2m (164.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 57.1m (187.3ft),  Out-to-Out Width: 64.0m (210.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 72.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  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: I 675,  Location: BLUE DIAMOND (Lat: 36.043525,  Lng: -115.180892),  Route carried "on" structure: State highway 160,  Year Built: 2007,  Status: Open,  Structure Length: 8.95m (29.36ft),  Average Daily Traffic: 42,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 86,861 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.003,  Lanes on structure: 10,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 35.0m (114.8ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.3m (145.3ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 44.8m (147.0ft),  Out-to-Out Width: 48.8m (160.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 65.3 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete