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- Research_2022_733-19-803_Monthly_Monitoring_Report
- Research_2021_733-19-803_Literature_Review
- Research_2023_227-21-803_Final_Report
- Research_TPF_701-18-803_TO7_WTI_Final_Report
- Research_TPF_701-18-803_TO6_Pt2_WTI_Final_Report
- Research_TPF_701-18-803_TO6_Pt1_WTI_Final_Report
- Research_TPF_701-18-803_TO5_Pt2_WTI_Final_Report
- Research_TPF_701-18-803_TO5_Pt1_WTI_Final_Report
- Research_TPF_701-18-803_TO4_WTI_Final_Report
- Research_TPF_701-18-803_TO3_WTI_Final_Report
- Research_TPF_701-18-803_TO2_Pt3_WTI_Final Report
- Research_TPF_701-18-803_TO2_Pt2_WTI_Final_Report
- Research_TPF_701-18-803_TO2_Pt1_WTI_Final_Report
- Research_TPF_701-18-803_TO1_Pt4_WTI_Final_Report
- Research_TPF_701-18-803_TO1_Pt3_WTI_Final_Report
- Research_TPF_701-18-803_TO1_Pt2_WTI_Final_Report
- Research_TPF_701-18-803_TO1_Pt1_WTI_Final_Report
- Research_TPF_700-18-803_Cramer_Final_Report_Practices_Partnerships
- Research_TPF_700-18-803_Cramer_Final_Report_Manual
- Research_TPF_700-18-803_Cramer_Final_Report
- Research_TPF_700-18-803_Cramer_2019_Annual_Report
- Research_TPF_342-20-803_USGS_Final_Report
- Research_TPF_200-20-803_USGS_Final_Report
- 2023 STATE PRESERVATION REPORT
- Research_2022_676-19-803_Final_Report
- Research_2022_608-17-803_Final_Report
- Research_2022_227-20-803_Final_Report
- Research_2022_732-19-803_Final_Report
- Research_2022_743-18-803_Final_Report
- Research_2022_744-18-803_Final_Report
- Research_2022_700-18-803_Final_Report_Practices_Partnerships_Next_Steps
- Research_2022_700-18-803_Final_Report_Manual
- Research_2022_700-18-803_Final_Report
- Research_2022_342-20-803_Final_Report
- Research_2021_701-18-803_TO1_Pt_1_Final_Report
- Research_2022_226-20-803_Final_Report
- Research_2022_023-20-803_Final_Report
- Research_2022_701-18-803_TO3_Final_Report
- Research_2022_701-18-803_TO2_Pt 2_Final_Report
- Research_2021_701-18-803 TO5_Pt_2_Final_Report
- Research_2022_743-18-803_Final_Report
- Research_2021_494-18-803_Final_Report
- Research_2021_593-18-803_Final_Report
- Research_2020_674-19-803_Final_Report_Task_5
- Research_2020_674-19-803_Final_Report_Task_4
- Research_2020_674-19-803_Final_Report_Task_2_and_3
- Research_2020_674-19-803_Final_Report_Task_1
- Research_2004_RDT_04-044_Final_Report
- Research_2004_RDT_04-043_762-02-803_Final_Report
- Research_2004_09-Nevada_DOT_Tire_Pavement_Noise_Study
- RDT_04-050_Final_Report
- 678-03-803_RDT_06-006_Final_Report
- RDT_04-049_Final_Report
- 138-96-803_RDT_04-047_Final_Report
- 062-03-803_RDT_04-048_Final_Report
- Research_Report_2009_759-05-803_Final_Report
- Research_Report_2001_RDT_95-014_Final Report
- Research_Report_2001_RDT_93-015_Final_Report
- Research_Report_2000_124-94-803_Final_Report
- Research_Report_1992_RDT_92-028_Final Report
- Research_Report_2009_759-05-803_Final_Report
- Research_Report_2004_678-03-803_Final_Report
- Research_Report_2002_414-01-803_RDT_02-029_Final_Report
- Research_Report_2010_112-09-803_Final_Report
- Research_Report_2008_077-06-803_Final_Report
- Research_Report_2007_092-05-803_Final_Report
- Research_Report_2008_077-06-803_Final_Report
- Research_Report_2020_607-17-803_Final_Report
- Research_Report_2003_073-99-803_05-052_Final_Report
- Research_Report_2003_073-99-803_03-041_Final_Report
- Research_Report_2003_073-99-803_03-040_Final_Report
- Research_Report_2003_073-99-803_03-039_Final_Report
- Research_Report_2003_073-99-803_03-036_Final_Report
- Research_Report_2003_073-99-803_03-035_Final_Report
- Research_Report_2008_014-06-803_Techniques_to_Imporve_Safety_at_Signalized_Diamond_Interchanges
- Research_Report_2020_366-16-803_Development_of_Specifications_for_High-Performance_Fiber_Concrete_for_Nevada
- Research_Report_2018_667-15-803_Analysis_of_Laterally-Loaded_Large_Diameter_Drilled_Shafts
- Research_Report_2020_701-18-803_TO2_Pt_1_Final_Report
- Research_2019_701-18-803 TO5_Pt_1_Final_Report
- Research_Report_2019_592-18-803_AV_Feasibility_Study
- Research_Report_2019_342-18-803_TO_2_Nevada_Highway_Fendcing_GIS_Database
- Research_Report_2019_342-18-803_TO_1_Data_Collection_Analysis_Crossing_Structures
- Research_Report_2018_224-14-803_TO_16_Use_of_NV's_Natrual_Pozzolans
- Research_Report_2011_047-08-803_Crown_Mortality_in_the _Lake_Tahoe_Basin
- Research_Report_2018_224-14-803_TO_8_Resilient_Modulus_Prediction_Models_of_Unbound_Materials_for_Nevada
- Research_Report_2018_224-14-803_TO_12_Improving_the_Long-Term_Performance_of_Concrete_Bridge_Decks
- Research_Report_2018_643-15-803_Development_of_Mix_and_Structural_Design_Procedures_for_Cold_In-Place_Recycling
- Research_Report_2018_224-14-803_TO_17_Prototyping_Demand-Responsive_Rumble_Strip_Mechanism
- Research_Report_2018_604-16-803_Prioritization_of_Wildlife-Vehicle_Conflict_in_Nevada
- Research_Report_2018_224-14-803_TO_15_High-Resolution_Micro_Traffic_Data
- Research_Report_2018_638-16-803_A_Streamlined_and_Automated_Procedure_for_Identifying_No-Passing_Zones
- Research_Report_2018_224-14-803_TO_14_Field_Test_of_a_New_Mobile_System_for_Collection_of_Crash_and_Citation_Data
- Research_Report_2018_364-16-803_Evaluation_Soil_Water_Characteristic_Curves_Unbound_Materials
- Research_Report_2018_715-15-050_Tech_Brief_Slurry_Seal
- Research_Report_2018_715-15-050_Tech_Brief_Micro_Surfacing
- Research_Report_2018_715-15-050_Tech_Brief_Chip_Seal
- Research_Report_2018_715-15-050_State-of-the-Practice_Chip_Seal_Slurry Seal_Micro_Surfacing_Thin_Lift
- Research Report 2018 557-13-803 Evaluation of Benefits of Open-Graded Friction Course on Category-3 Roadways
- Research Report 2018 365-16-803 Adapting a Culture for Performance Management at Nevada DOT
- Research Report 2015 530-13-803 Streamlining Hydrologic Prediction Processes Tech Memos
- Research Report 2018 361-16-803 Characterization of Unbound Materials Soils-Aggregates MEPDG
- Research Report 2018 224-14-803 TO 9 Development of In-Place Density Method for Cold In-Place Recycling
- Research Report 2017 224-14-803 TO 11 Cost and Ecological Feasibility Ultra-High Performance Bridge Piers
- Research Report 2017 609-13-803 Mechanistic-Based Pavement Damage Associated Cost Oversized-Overweight
- Research Report 2017 224-14-803 TO 10 Correlation Analysis Freeway Traffic Status and Crashes Nevada
- Research Report 2016 530-14-803 Phase I Minimization Cracking Concrete Bridge Decks
- Research Report 2016 048-15-803 Development of a Statewide TIM
- Research Report 2011 092-09-803 Applicability of Adaptive Traffic Control Systems Urban Areas
- Research Report 2014 338-13-803 Ability of a Land Ferry System to Alleviate the Increasing Costs I-80
- Research Report 2015 512-13-803 Traffic Prediction and Responses through Data Mining
- Research Report 2015 061-12-803 Assessment In-situ Corrosion MSE Wall
- Research Report 2017 555-14-803 Development of Earthquake-Resistant Precast Pier Systems
- Research Report 2017 665-15-803 Phase I Evaluation of Low Flexural Strength for Northern Nevada Concrete
- Research Report 2017 557-14-803 Development and Calibration of Regional Dynamic Traffic Assignment Models
- Research Report 2017 556-14-803 Analytical Investigation into Bridge Column Innovations
- Research Report 2017 528-14-803 Development of a Nevada Statewide Database for Safety Analyst Software
- Research Report 2017 450-15-803 Maintenance Decision Support System (MDSS) Phase 3
- Research Report 2017 362-16-803 Development of Revised Grade Crossing Hazard Index Model
- Research Report 2017 224-14-803 TO 6(2) High-Early-Strength High-Performance Concrete
- Research Report 2017 224-14-803 TO 4 Correlation of Shear Design Between AASHTO LRFD Bridge Design
- Research Report 2017 224-14-803 TO 13 Thermal Gradients in Southwestern US Effect on Bridge Bearing Loads
- Research Report 2016 554-14-803 Toward Successful Implementation of Prefabricated Deck Panels
- Research Report 2016 513-13-803 Evaluation of New Innovations in Rubber-Modified Asphalt Binders
- Research Report 2016 327-12-803 Use of GEOGRID for Strengthening and Reducing the Roadway Structural Sections
- Research Report 2016 224-14-803 TO 7 Right-Turn Traffic Volume Adjustment in Traffic Signal Warrant Analysis
- Research Report 2016 224-14-803 TO 6(1) In-Depth Investigation System Currently Used LV police
- Research Report 2016 224-14-803 TO 6 High-Early-Strength High-Performance Concrete for Rapid
- Research Report 2016 224-14-803 TO 2 Usage Guidelines SHRP 2 Naturalistic Driving Study
- Research Report 2016 122-12-803 Post-Earthquake Assessment of Nevada Bridges
- Research Report 2016 079-13-803 Development of Specifications for Engineered Cementitious Composites
- Research Report 2016 019-13-803 Correlation of In Situ Test Data with Shear Strength
- Research Report 2015 531-13-803 Comparing the Direct Costs and Infrastructure Implications of Anti-Icing
- Research Report 2015 527-14-803 Automated Pedestrian Detection, Count and Analysis System
- Research Report 2015 206-10-803 Develop a PWL System for Dense Graded Hot Mix Asphalt Construction
- Research Report 2015 196-13-803 Field Test of Slow Moving Traffic Alerting System on Freeways in Las Vegas
- Research Report 2015 123-13-803 Right-Turn Traffic Volume Adjustments in Traffic Signal Warrant Analysis
- Research Report 2015 096-13-803 Behavior and Durability of Self-Consolidating Concrete
- Research Report 2015 078-13-803 Post-Tensioning Duct Air Pressure Testing Effects on Web Cracking
- Research Report 2015 054-15-803 Influencing Factors on Conflicts of Turning Vehicles and Pedestrians
- Research Report 2014 528-12-803 Effectiveness of Driver Education and Information Programs in the State of Nevada
- Research Report 2014 493-12-803 Estimating Sediment Losses Generated from Highway Cut and Fill Slopes Lake Tahoe
- Research Report 2014 415-13-803 Development of a Tool for an Efficient Calibration of CORSIM Models
- Research Report 2014 342-13-803 Development of a Dynamic Traffic Assignment Model for Northern Nevada
- Research Report 2014 341-13-803 Development of Software Tools for ADA Compliance
- Research Report 2014 340-13-803 Innovative CO2 LASER-Based Pavement Striping and Stripe Removal
- Research Report 2014 297-10-803 Driving Simulator Project
- Research Report 2014 202-11-803 Maintenance Decision Support System Pilot Study and CBA (Phase 2.5)
- Research Report 2014 163-11-803 Maintenance Decision Support System Pilot Study and CBA (Phase 2)
- Research Report 2014 095-13-803 Next Generation Performance Monitoring Data Needs for Nevada DOT
- Research Report 2014 031-14-803 Developing a Strategic Plan for NDOT Innovation through Research
- Research Report 2014 001-13-803 Development of an Analysis Tool Evaluation Marginal Impacts of Freeway
- Research Report 2013 339-12-803 Enhancing NDOTs Traffic Safety Programs
- Research Report 2013 300-12-803 Evaluation of Geometric Design Needs of Freeway Systems
- Research Report 2013 295-10-803 I-15 North Project
- Research Report 2013 255-11-803 Guidelines for Speed Reduction in Towns Along Rural Highways
- Research Report 2012 284-10-803 Safety Guidelines Pedestrian Crosswalks Unsignalized Intersections
- Research Report 2012 236-11-803 Signal Timing and Coordination Strategies Under Varying Traffic Demands
- Research Report 2012 079-10-803 Nevada Roundabout Implementation Guidelines
- Research Report 2012 113-08-803 Impact of System Expansion on Maintenance Resources
- Research Report 2012 032-10-803 Unbonded Prestressed Columns for Earthquake Resistance
- Research Report 2011 236-09-803 Analysis, Modeling and Design for Traffic Incident Management Systems
- Research Report 2010 038-08-803 Evaluation of Video Detection Systems at Signalized Intersections
- Research Report 2009 296-08-803 Feasibility of Using Video Cameras Automated Enforcement Red-Light Running
- Research Report 2009 114-08-803 Evaluation of Asphalt Bridge Deck Joint Systems
- Research Report 2008 173-06-803 Tire Noise Performance On-Board Sound Intensity (OBSI) Measurements
- Research Report 2008 080-07-803 Reflective Cracking of Flexible Pavements Phase I and II Final Recommendations
- Research Report 2008 075-06-803 Testing Advanced Technology Work Zones in Nevada
- Research_Report_2010_348-07-803_Project_cost_estimation_for_planning
- RDT_01-006_Soundwall_Standards_Research_Nevada_Vol.2
- RDT_09-002_ Evaluation_safety_development_guidelines_protected-permitted_left-turn_signal_controls
- Research Report Assessment of Alternative Energy Applications at the Nevada Department of Transportation (2010)
- Research Report 2010-01 Investigation of corrosion of MSE walls in Nevada
- Research Report 077-06-803 Prescriptive mixture design of self-consolidating concrete
- Research Report Techniques to improve safety and operations at signalized diamond interchanges in Nevada (2008)
- RDT 08-001 Exploring alternative strategies for the rehabilitation of low-volume roads in Nevada
- Research Report CCEER-07-07 Report and user manual on strain wedge model computer program
- Research Report Nevada DOT tire pavement noise study (2004)
- Research Report Study of flexible delineator post performance and revision of existing acceptance criteria (2003)
- Research Report 1358-20 Performance of lime in hot mix asphalt pavements
- RDT 01-032 Removal and replacement of cast-in-place post-tensioned box-girder bridge
- Research Report 1276-2 Evaluation of rehabilitation techniques for flexible pavements in Nevada
- Research_Report_2014_031-14-803_Developing_a_strategic_plan_for_Nevada_DOT_to_implement_innovation
- Research_Report_2015_101-10-803_Effectiveness_wildlife_crossing_structures_minimize_traffic_collisions
- RDT_08-001_Winter_Maintenance
- RDT_08-003_Strain_Wedge_Model_
- RDT_07-001_Evaluating_Effectiveness_
- RDT_06-002_Development_Seismic_Design_
- RDT_06-005_Evaluation_Strategies_Control_Erosion_Highway50_Carson_City_Lake_Tahoe
- RDT_06-008_Experimental_Study_Installing_Tilted_Signs_Prevent_Snow_
- RDT_06-010_Evaluation_Wildlife_Warning_Systems_Countermeasures
- RDT_05-051_Seismic_Vulnerability_Evaluation_Retrofit_Design_Las_Vegas_Downtown_Viaduct
- RDT_05-052_Implementation_Superpave_Mix_Design_Analysis_Procedures_Nevada_Vol5
- RDT_06-001_Advancing_Durable_Pavement_Markings
- RDT_06-003_Development_Joint_Density_Specification_Phase2_Evaluation_2004_2005_Test_Sections
- RDT_06-004_Impact_Construction_Variability_Pavement_Performance
- RDT_06-007_Study_Fiber_Reinforced_Plastics_Seismic_Bridge_Restrainers
- RDT_04-043_Development_Joint_Density_Specification_
- RDT_04-044_Investigation_Temperature_Segregation_Nevada
- RDT_04-047_Design_Construction_NDOT_2001-2003_
- RDT_04-048_Development_Criteria_Identify_Pedestrian_
- RDT_04-049_Development_Implementation_Scour_Monitoring_Program_Selected_Bridges_
- RDT_04-050_Impact_Construction
- RDT_06-006_Evaluation_Effectiveness_Three_Types_Highway_Alignment_
- RDT_03-033_Creep_Shrinkage_Losses_Highly_Variable_Climates
- RDT_03-034_Evaluation_New_Pavement_Technologies_Nevada
- RDT_03-036_Performance_SUPERPAVE_HVEEM_Sections_Nevada_Vol_IV
- RDT_03-037_Evaluation_New_Pavement_Technologies_Nevada
- RDT_03-042_Study_Flexible_Delineator_Post_Performance_Existing_
- RDT_04-046_Study_Shape-memory-alloy_Reinforced_Beams_Cubes
- RDT_06-006_Evaluation_Effectiveness_Three_Types_Highway_Alignment_
- RDT_02-029_Mapping_Ecosystems_Along_Nevada_Highways_
- RDT_02-030_Preliminary_Study_Shake_Table_Response_Two_Column_
- RDT_02-031_Evaluation_Concrete_Mixes_Steel_Arches_Galena_Creek_Bridge
- RDT_02-032_Comparative_Evaluation_Simulation_Software_Traffic_Operations
- RDT_01-001_Evaluation_Rehabilitation_Techniques_Flexible_Pavements_Nevada
- RDT_01-006_Soundwall_Standards_Research_Nevada
- RDT_01-008_Comparison_Roundabout_Operations_Four_Way_Stop_
- RDT_01-009_Performance_Lime_Hot_Mix_Asphalt_Pavements
- RDT_01-010_Early_Age_Shrinkage_Cracking_Nevada_Concrete_Bridge_Decks
- RDT_01-027_Analysis_Retrofit_Fixed_Flared_Columns_Glass_
- RDT_01-
- RDT_01-003_Dynamic_Testing_Analysis_
- RDT_01-005_High-performance_Concrete_Nevada_Aggregates
- RDT_01-007_Study_Open_Graded_Base_Course_Performance
- RDT_03-039_Evaluation_Rutting_Resistance_
- RDT_03-040_Evaluation_Rutting_Resistance_
- RDT_03-041_Evaluation_Rutting_Resistance_SUPERPAVE_HVEEM_Mixtures_Vol3
- RDT_00-017_Development_Pavement_Performance_Analysis_Procedures
- RDT_01-000_Analysis_Mid-block_Pedestrian_Crashes_
- RDT_03-038_Design_Construction_NDOT_Test_Sections_Interstate_80(1)
- RDT_95-006_Development_Pavement_Network_Optimization_System
- RDT_99-002_Characterization_Nevada_Binders_Low_Temperature_Properties_Mixtures
- RDT_95-014_Characterization_Nevadas_
- RDT_97-001_Evaluation_Rehabilitation_Techniques_Flexible_Rigid_Pavement_Part1
- RDT_97-011_Sensitivity_Analysis_Fatigue_Steel_Bridges
- RDT_97-016_Evaluation_Crumb_Rubber_Paving_Mixtures_Nevada
- RDT_97-018_Development_Low-cost_Automatic_Vehicle_Classification_AVC_System
- RDT_97-019_In-Situ_Stiffness_Damping_Spread_Footings
- RDT_97-020_Permeability_Changes_Soil_Fill_Loading_Effect_
- RDT_01-004_Effects_Confinement_Flares_
- RDT_96-022_Impact_Aggregate_Gradations_Mixtures_Performance
- RDT_95-012_Nonlinear_Bridge_Abutment_Stiffnesses_Formulation_Verification_Design_Curves
- RDT_94-013_Regional_Long-term_
- RDT_93-015_Headlight_Glare_Screen_
- RDT_93-021_Development_Performance Curves_
- 92-028_Prestress_Changes Post-tensioned_Bridges_First_30_Months(1)
- RDT_91-023_Type_II Grade_Asphalt_Deformation_Creep_Study(1)
- RDT_91-024_Evaluation_Low_Temperature_Properties_Typical_NDOT_Mixtures
- RDT_91-025_FWD_Data_NDOT_Overlay_Design_Procedure
- RDT_91-026_Evaluation_1988_Chip_Seal_Test Sections_US_50
I-15 South Project: Sloan Road to North of Warm Springs Road
Construction underway through December 2025
Project Overview
The Nevada Department of Transportation (NDOT) began improvements along nearly nine miles of Interstate 15 (I-15) South from Sloan Road to north of Warm Springs Road in January 2024. This Project will aid in improving travel-time reliability, serve proposed growth in the area by increasing local mobility and access, and enhance I-15’s operational efficiency. Construction is anticipated to be completed within a 24-month period.
Project features include:
- Widening I-15 from six to eight general-purpose lanes between Sloan Road and St. Rose Parkway
- Widening and restriping I-15 from six to 10 general-purpose lanes between St. Rose Parkway and Blue Diamond Road
- Adding a High Occupancy Vehicle (HOV) lane in each direction between St. Rose Parkway and Blue Diamond Road
- Resurfacing bridges and pavement preservation at the Blue Diamond Interchange
- Construction of 6 new sound walls near qualifying residential areas throughout the corridor
Project Cost and Funding
The total cost for construction is $86 M. The project is paid for with 95% federal and 5% state funds. Funding sources include National Highway Performance Program (NHPP), Surface Transportation Block (STBG) and PROTECT Program grants, and state gas tax.
Contractor
Fisher Industries
Schedule
Below is a general overview of the construction schedule. The schedule is subject to change.
January-June 2024 (Complete):
- Earthwork and widening SB I-15 from St. Rose Pkwy. to Sloan Rd.
- Earthwork and widening both SB and NB I-15 from St. Rose Pkwy. to Silverado Ranch Blvd.
- Earthwork and widening SB I-15 from St. Rose
- Concrete grinding at the Sloan Rd. interchange
- Drainage and electrical improvements
- Bridge resurfacing at Blue Diamond Rd.
- Begin forming sound walls
July-December 2024:
- Earthwork and widening NB I-15 from Sloan Rd. to St. Rose Pkwy.
- Drainage and electrical improvements
- Forming sound walls
- Installing overhead signs
- Rock landscaping
- Fence and guard rail installation
January-June 2025:
- Earthwork and widening NB I-15 from Cactus Ave. to Silverado Ranch Blvd.
- Earthwork and widening SB Blue Diamond Rd to Silverado Ranch Blvd.
- Drainage and electrical improvements
- Forming sound walls
- Rock landscaping
- Fence and guard rail installation
- Installing overhead signs
July-December 2025:
- Mill and fill existing asphalt NB and SB from Warm Springs Rd. to Sloan Rd.
- Electrical improvements
- Rock landscaping
- Fence and guard rail installation
Traffic Control
Project working hours are nightly, Sunday nights starting at 8 p.m. through Friday evenings at 5 p.m.
- Drivers can expect lane shifts and lane reductions to occur with a reduced speed of 55 MPH.
- During daytime hours, Monday-Friday from 5 a.m. to 8 p.m., three lanes of traffic will be maintained in each direction.
- Traffic will be reduced to one lane of traffic in each direction nightly, Sunday-Friday 8 p.m. to 5 a.m.
Project Background
In 2008, an Environmental Assessment (EA) was prepared for the I-15 South Corridor Improvement Project, addressing the environmental effects of improvements along the I-15 corridor, including a portion of Las Vegas Boulevard South, between Sloan Road and Tropicana Avenue. A Finding of No Significant Impact (FONSI) for the overall project was approved by the Federal Highway Administration on April 20, 2009.
In 2022, a reevaluation of the I-15 South EA and FONSI was done to consider changing conditions and new issues that have transpired over the last several years within the I-15 South project area. The reevaluation of effects of the Phase 2 improvements was approved by FHWA and the project immediately moved forward into design. Design plans were finalized in the summer of 2023.
I-15 South Corridor Improvement Project EA_2008
Public Meeting Presentation_November 2022
Contact
NDOT Project Manager: Mauricio Cardenas, P.E.
mcardenas@dot.nv.gov
(702) 671-8876
NDOT Acting Resident Engineer: Shawn Meagher
shawn.meagher@constructnv.com
(702) 481-2362
For noise complaints, please contact Kevin Van Riel with Fisher Industries at (702) 219-3375 or kvanriel@fisherind.com.