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Final Report 494-24-803
Final Report 500-22-803
Final Report 564-22-803
RDT_09-001_Safety_Analyst_Testing_Implementation
RDT_10-001_Non-​sacrificial_Anti-graffiti_Coating
Research_Report_2015_017-12-803_Investigation
Research_Report_2015_514-13-803_Investigatins
Research_Report_2016_515-13-803_LRFD_resistance_factor_calibration_axially_loaded_drilled_shafts_las_vegas_valley
Final Report 302-19-803
Final Report 147-21-803
Final Report 142-21-803
Final Report 296-22-803
RDT_13-001_Calibration
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-permi​tted_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 Corridor: Via Nobila Interchange
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 (FONS!) 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.
I-15 South Corridor Improvement Project EA 2008
Project Overview
The Project is located on Interstate 15 (I-15) in Clark County, Nevada, and will consist of providing access to
the Inspirada Master Planned Community located in West Henderson, Nevada, east of the I-15. The Project
will include construction of a new interchange and extension of Via Nobila, west of Las Vegas Boulevard.
The DEPARTMENT intends to utilize a Design-Bid-Build (DBB) method for delivery of this Project. This
Project is a phase of the I-15 South Corridor and a National Environmental Policy Act (NEPA) Re-Evaluation
for this phase will be completed by the DEPARTMENT’s Environmental Division.
Project Purpose and Need
The project is to provide a grade separated interchange along I-15 at Via Nobila that currently terminates at
Las Vegas Boulevard. The secondary purpose of the project is to widen I-15 to alleviate traffic congestion
along I-15 and accommodate the proposed High-Speed Rail along the median. There were three interchange
alternatives studied to determine the most efficient system. Those included a tight diamond interchange,
single point urban interchange and a diverging diamond interchange.
The diverging diamond interchange was selected because of cost and traffic flow efficiency as depicted in
the following figure:
Funding
The total projected cost for construction is $100M. The project is paid for with 95% federal and 5% state funds. Funding sources include National Highway Performance Program (NHPP), Bridge Formula Program (BFP), and State match funding.
Schedule
The project is currently progressing towards final design completion. Below is a general overview of the
design and construction schedule. The schedule is subject to change.
Final Design Completion: November 2028
Start Construction Phase: Q1 2029
Construction Phase Completion: Q1 2031
Contact
NDOT Project Manager: Mauricio Cardenas, P.E.
mcardenas@dot.nv.gov
(702) 671-8876