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

Find on map >>   Show street view

Structure Number: I2004N,  Location: SW LAS VEGAS (Lat: 36.099889,  Lng: -115.293694),  Route carried "on" structure: County highway CC215,  Year Built: 2009,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 33,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,248 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TROPICANA AV.,  Facility Carried by Structure: CC 215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.3m (73.2ft),  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: 32.7m (107.3ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  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

Find on map >>   Show street view

Structure Number: I2004S,  Location: SW LAS VEGAS (Lat: 36.100094,  Lng: -115.294044),  Route carried "on" structure: County highway 215,  Year Built: 2007,  Status: Open,  Structure Length: 7.15m (23.46ft),  Average Daily Traffic: 33,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 68,248 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TROPICANA AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.2m (122.0ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.4m (86.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 56.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

Find on map >>   Show street view

Structure Number: I2005,  Location: S.E OF LAS VEGAS (Lat: 36.063817,  Lng: -115.176453),  Route carried "on" structure: Ramp State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 17.20m (56.43ft),  Average Daily Traffic: 7,300 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,097 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 215W RAMP TO I 15N,  Facility Carried by Structure: RAMP LVB TO I 215W
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: County Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: 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: High priority of corrective action,  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

Find on map >>   Show street view

Structure Number: I2006,  Location: LAS VEGAS (Lat: 36.061711,  Lng: -115.178108),  Route carried "on" structure: Ramp Interstate 215,  Year Built: 1994,  Status: Open,  Structure Length: 9.78m (32.09ft),  Average Daily Traffic: 7,100 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 14,684 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RMP I 15N TO I 215E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.72m (35.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Bridge Improvement Cost: $1,151,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $1,727,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2063,  Location: LAS VEGAS (Lat: 36.178608,  Lng: -115.259875),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 38,000 (year 2017),  Average Future Daily Traffic: 78,588 (year 2040),  Design Load: HS 20,  Features Intersected: SUMMERLIN PKW,  Facility Carried by Structure: BUFFALO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 0.0m,  Curb-To-Curb Width: 29.0m (95.1ft),  Out-to-Out Width: 31.9m (104.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.3 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2135,  Location: LAS VEGAS (Lat: 36.085039,  Lng: -115.144728),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 38,500 (year 2017),  Truck Traffic: 8%,  Average Future Daily Traffic: 79,623 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RUSSELL RD,  Facility Carried by Structure: PARADISE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: Local Agency,  Approaching Roadway Width: 22.6m (74.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 59.1m (193.9ft),  Curb-To-Curb Width: 22.6m (74.1ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  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

Find on map >>   Show street view

Structure Number: I2138,  Location: LAS VEGAS (Lat: 36.172389,  Lng: -115.156883),  Route carried "on" structure: Interstate 15,  Year Built: 1998,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 248,000 (year 2017),  Truck Traffic: 20%,  Average Future Daily Traffic: 512,893 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 95 OFF RAMP TO I 15N
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.770,  Lanes on structure: 8,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 48.1m (157.8ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 48.1m (157.8ft),  Out-to-Out Width: 49.7m (163.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: I2139,  Location: NEON SPAGHETTI BOWL (Lat: 36.174931,  Lng: -115.160797),  Route carried "on" structure: Ramp City street ,  Year Built: 2018,  Status: Open,  Structure Length: 47.04m (154.33ft),  Average Daily Traffic: 6,900 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,000 (year 2037),  Design Load: HL 93,  Features Intersected: MLK BLVD,  Facility Carried by Structure: ES1 RAMP US95S
Minimum Vertical Clearance: 4.91m (16.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 11,  Base Highway Network: Yes,  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: 11,  Length of Maximum Span: 47.4m (155.5ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: I214,  Location: LAS VEGAS (Lat: 36.174592,  Lng: -115.158531),  Route carried "on" structure: Ramp Interstate 95,  Year Built: 1999,  Status: Open,  Structure Length: 10.90m (35.76ft),  Average Daily Traffic: 12,200 (year 2017),  Average Future Daily Traffic: 25,231 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: MLK TO US 95E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 84.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 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,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: I2141,  Location: LAS VEGAS (Lat: 36.174194,  Lng: -115.156739),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 1999,  Status: Open,  Structure Length: 55.60m (182.41ft),  Average Daily Traffic: 15,200 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 31,435 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15N/S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 69.001,  Lanes on structure: 1,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Segmental Box Girder,  Number Of Spans In Main Unit: 13,  Number Of Approach Spans: 2,  Length of Maximum Span: 45.0m (147.6ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: I2141R,  Location: LAS VEGAS (Lat: 36.175136,  Lng: -115.155372),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2000,  Status: Open,  Structure Length: 11.68m (38.32ft),  Average Daily Traffic: 13,800 (year 2017),  Average Future Daily Traffic: 28,540 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RMP N-MLK & W-MLK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 44.0m (144.4ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

Find on map >>   Show street view

Structure Number: I2143E,  Location: LAS VEGAS (Lat: 36.177686,  Lng: -115.287186),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 41,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 85,827 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMPART BL,  Facility Carried by Structure: SUMMERLIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 81.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: I2143W,  Location: LAS VEGAS (Lat: 36.178028,  Lng: -115.287164),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 41,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 85,827 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: RAMPART BLVD,  Facility Carried by Structure: SUMMERLIN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 85.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: I2312,  Location: WEST OF LAS VEGAS (Lat: 36.115056,  Lng: -115.302544),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 41,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 84,793 (year 2040),  Features Intersected: I 215 WESTERN BELTWAY,  Facility Carried by Structure: FLAMINGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 41.7m (136.8ft),  Skew: 25 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.4m (165.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 41.7m (136.8ft),  Out-to-Out Width: 42.0m (137.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 19.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2316,  Location: LAS VEGAS (Lat: 36.121606,  Lng: -115.326514),  Route carried "on" structure: County highway ,  Year Built: 2006,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 14,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 28,954 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215,  Facility Carried by Structure: TOWN CENTER DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 34.7m (113.8ft),  Out-to-Out Width: 48.7m (159.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2318,  Location: SOUTH SUMMERLIN (Lat: 36.144497,  Lng: -115.336664),  Route carried "on" structure: County highway 589,  Year Built: 2000,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 14,600 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 30,195 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 39.3m (128.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.9m (121.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 39.3m (128.9ft),  Out-to-Out Width: 44.5m (146.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.28m (27.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $2,973,000,  Roadway Improvement Cost: $297,000,  Total Project Cost: $4,460,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2319,  Location: SOUTH SUMMERLIN (Lat: 36.158992,  Lng: -115.337272),  Route carried "on" structure: State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 7.96m (26.12ft),  Average Daily Traffic: 18,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 38,260 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215 WESTERN BELTWAY,  Facility Carried by Structure: CHARLESTON BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 40.6m (133.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 40.6m (133.2ft),  Out-to-Out Width: 41.7m (136.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Inventory Rating: 64.3 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: High priority of corrective action,  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

Find on map >>   Show street view

Structure Number: I2322,  Location: WEST LAS VEGAS (Lat: 36.181472,  Lng: -115.341333),  Route carried "on" structure: City street ,  Year Built: 2009,  Status: Open,  Structure Length: 5.45m (17.88ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 15,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CC 215,  Facility Carried by Structure: FAR HILLS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 26.0m (85.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 51.2m (168.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 34.0m (111.5ft),  Out-to-Out Width: 60.0m (196.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum 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

Find on map >>   Show street view

Structure Number: I2323,  Location: WEST LAS VEGAS (Lat: 36.191714,  Lng: -115.342556),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 7.10m (23.29ft),  Average Daily Traffic: 46,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 47,500 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CC 215,  Facility Carried by Structure: SUMMERLIN PKWY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: County Highway Agency,  Approaching Roadway Width: 37.9m (124.3ft),  Skew: 20 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: 35.8m (117.5ft),  Curb-To-Curb Width: 37.9m (124.3ft),  Out-to-Out Width: 38.8m (127.3ft)

Condition: Deck: Very good,  Superstructure: 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: Equal to present minimum 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

Find on map >>   Show street view

Structure Number: I2324,  Location: WEST LAS VEGAS (Lat: 36.205497,  Lng: -115.340675),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 5.31m (17.42ft),  Average Daily Traffic: 1,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215 WEST,  Facility Carried by Structure: LAKE MEAD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Material/Design: Concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 39.7m (130.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 73.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: I2325,  Location: SW OF LAS VEGAS (Lat: 36.219258,  Lng: -115.327728),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 8.46m (27.76ft),  Average Daily Traffic: 19,500 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,328 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215 WEST,  Facility Carried by Structure: CHEYENNE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 6,  Owner: County Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 20 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: 43.8m (143.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 38.3m (125.7ft),  Out-to-Out Width: 43.8m (143.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 87.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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

Find on map >>   Show street view

Structure Number: I2339,  Location: NORTH LAS VEGAS (Lat: 36.277894,  Lng: -115.267189),  Route carried "on" structure: County highway 215,  Year Built: 2000,  Status: Open,  Structure Length: 15.14m (49.67ft),  Average Daily Traffic: 9,200 (year 2017),  Average Future Daily Traffic: 107,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 95,  Facility Carried by Structure: CENTENNIAL PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 12,  Owner: County Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 67.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to 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: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2356,  Location: LAS VEGAS (Lat: 36.101372,  Lng: -115.180083),  Route carried "on" structure: Ramp State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 3.70m (12.14ft),  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 64,112 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15N OFF RAMP TO FRANK,  Facility Carried by Structure: RMP TROP WB TO 15N
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),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  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,  Inventory Rating: 67.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2385,  Location: LAS VEGAS (Lat: 36.177808,  Lng: -115.278244),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 9.64m (31.63ft),  Average Daily Traffic: 21,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 44,465 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SUMMERLIN PKWY,  Facility Carried by Structure: DURANGO DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 5,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 22.8m (74.8ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 53.3m (174.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 62.0 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: 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

Find on map >>   Show street view

Structure Number: I2407,  Location: NORTH LAS VEGAS (Lat: 36.281608,  Lng: -115.315058),  Route carried "on" structure: County highway ,  Year Built: 2003,  Status: Open,  Structure Length: 7.97m (26.15ft),  Average Daily Traffic: 3,600 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,750 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CC 215,  Facility Carried by Structure: HULAPAI WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 39.9m (130.9ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 30.9m (101.4ft),  Out-to-Out Width: 37.6m (123.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2482,  Location: LAS VEGAS (Lat: 36.144272,  Lng: -115.171511),  Route carried "on" structure: Ramp Interstate 15,  Year Built: 2001,  Status: Open,  Structure Length: 8.43m (27.66ft),  Average Daily Traffic: 13,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,886 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR589 SAHARA AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.552,  Lanes on structure: 1,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.3m (27.2ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.1m (92.2ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 73.7 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: 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: Epoxy Overlay

Find on map >>   Show street view

Structure Number: I2484,  Location: NW LAS VEGAS (Lat: 36.279903,  Lng: -115.287850),  Route carried "on" structure: County highway CC215,  Year Built: 2005,  Status: Open,  Structure Length: 7.06m (23.16ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,613 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: DURANGO DRIVE,  Facility Carried by Structure: CC 215 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 20.1m (65.9ft),  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: 36.6m (120.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 85.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2484S,  Location: NW LAS VEGAS (Lat: 36.279414,  Lng: -115.287797),  Route carried "on" structure: County highway CC215,  Year Built: 2015,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 9,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,613 (year 2040),  Design Load: HL 93,  Features Intersected: DURANGO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  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: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

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

Find on map >>   Show street view

Structure Number: I2489,  Location: NORTH CC215 (Lat: 36.275197,  Lng: -115.224678),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 8.69m (28.51ft),  Average Daily Traffic: 6,500 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 13,443 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CC215,  Facility Carried by Structure: NORTH JONES BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.6m (143.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.7 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: Superior to present desirable 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

Find on map >>   Show street view

Structure Number: I2495,  Location: NORTH OF LAS VEGAS (Lat: 36.274369,  Lng: -115.206750),  Route carried "on" structure: County highway ,  Year Built: 2013,  Status: Open,  Structure Length: 9.08m (29.79ft),  Average Daily Traffic: 20,000 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CC215,  Facility Carried by Structure: NORTH DECATUR BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 10,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 37.5m (123.0ft),  Skew: 20 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: 45.4m (149.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 37.5m (123.0ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 61.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2498,  Location: NORTH LAS VEGAS (Lat: 36.291436,  Lng: -115.135033),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 6,200 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,822 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CC 215,  Facility Carried by Structure: NORTH 5TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 35.6m (116.8ft),  Skew: 21 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 or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 41.1m (134.8ft),  Out-to-Out Width: 46.0m (150.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.4 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2499,  Location: NORTH LAS VEGAS (Lat: 36.271292,  Lng: -115.056425),  Route carried "on" structure: County highway 215,  Year Built: 2002,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 5,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 40,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 47.7m (156.5ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 62.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  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

Find on map >>   Show street view

Structure Number: I2532,  Location: NORTH WEST OF LAS VEGAS (Lat: 36.298403,  Lng: -115.285658),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 7.72m (25.33ft),  Average Daily Traffic: 27,800 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 57,494 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 95,  Facility Carried by Structure: DURANGO DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 143.578,  Lanes on structure: 8,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 35.1m (115.2ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 38.5m (126.3ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 38.1m (125.0ft),  Out-to-Out Width: 41.0m (134.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2533E,  Location: SUMMERLIN (Lat: 36.186875,  Lng: -115.306717),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 7,675 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 26,000 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWN CENTER DR,  Facility Carried by Structure: SUMMERLIN PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2533W,  Location: SUMMERLIN (Lat: 36.187050,  Lng: -115.306556),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 7,675 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 16,850 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: TOWN CENTER DR,  Facility Carried by Structure: SUMMERLIN PW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.6m (97.1ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: Febuary 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2744,  Location: WEST OF LAS VEGAS (Lat: 36.177478,  Lng: -115.244317),  Route carried "on" structure: Alternate City street ,  Year Built: 2012,  Status: Open,  Structure Length: 72.91m (239.21ft),  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: US 95N/S, RAINBOW, RAMPS,  Facility Carried by Structure: SUMMERLIN HOV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 69.0m (226.4ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 51.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 30.0 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: Meets minimum limits,  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

Find on map >>   Show street view

Structure Number: I2762,  Location: LAS VEGAS (Lat: 36.193597,  Lng: -115.323672),  Route carried "on" structure: City street ,  Year Built: 2006,  Status: Open,  Structure Length: 6.70m (21.98ft),  Average Daily Traffic: 5,975 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,200 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SUMMERLIN PW,  Facility Carried by Structure: ANASAZI DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.0m (114.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 73.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2802,  Location: SOUTH LAS VEGAS (Lat: 36.013178,  Lng: -115.180392),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 31,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 15,500 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: I 15,  Facility Carried by Structure: SILVERADO RANCH BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 9,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 42.0m (137.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 43.9m (144.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: Febuary 2020,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2885R,  Location: S OF MCCARRAN AIRPORT (Lat: 36.064867,  Lng: -115.148961),  Route carried "on" structure: Ramp Interstate 215,  Year Built: 2017,  Status: Open,  Structure Length: 58.61m (192.29ft),  Average Daily Traffic: 16,000 (year 2017),  Average Future Daily Traffic: 162,000 (year 2040),  Design Load: HL 93,  Features Intersected: I215
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.337,  Lanes on structure: 2,  Lanes under structure: 13,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 82.3m (270.0ft),  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: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 54.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: I2896,  Location: NORTHWEST OF L.V (Lat: 36.314475,  Lng: -115.300475),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 6.90m (22.64ft),  Average Daily Traffic: 10,000 (year 2017),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,681 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: US 95,  Facility Carried by Structure: SKYE CANYON PRK DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 8,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 30.0m (98.4ft),  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: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 71.0m (232.9ft),  Out-to-Out Width: 79.0m (259.2ft)

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

Find on map >>   Show street view

Structure Number: I2942,  Location: BTW LOSEE AND LAMB (Lat: 36.289722,  Lng: -115.098611),  Route carried "on" structure: Alternate City street ,  Year Built: 2020,  Status: Open,  Structure Length: 9.01m (29.56ft),  Average Daily Traffic: 7,400 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,140 (year 2039),  Design Load: HL 93,  Features Intersected: CC215 BRUCE WOODBURY BWY,  Facility Carried by Structure: PECOS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 7,  Lanes under structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.4m (63.6ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 39.9m (130.9ft),  Out-to-Out Width: 43.9m (144.0ft)

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: Better than present minimum 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