Research Project Lists
Back to Main Selection ListCompleted
- UND 11-01 - Rut Resistance Performance of Warm Mix Asphalts in North Dakota
- NDSU 11-01 - Warm Mix Asphalt Processes Applicable to North Dakota
- MR 10-03 - Evaluation of Snow Plow Blade Systems
- MR 10-01 - TowPLow Evaluation
- UND 08-02 - Self Consolidating Concrete (SCC) for Use in ND Transportation Projects
- UND 08-01 - Evaluation of ND's 4.75 mm Local Gyratory Mix for Thin Overlay Applications
- NDSU 08-01 - Use of Thermal Camera During Asphalt Pavement Construction
- UND 07-01 - Analysis of Environmental Sensor Station Deployment Alternatives
- UND 06-03 - Coarse-Graded Superpave HMA Pavements in ND Using the Asphalt Pavement Analyzer
- UND 06-02 - ND's Agg Characteristics &Performance in Locally Produced HMA Mixtures Using APA
- UND 06-01 - Application of Sealing Agents in Concrete Durability of Infrastructure Systems
- ND 05-01 - Lightweight Profiler for Ride Quality on Asphalt & Concrete Pavements
- UND 04-01 - ND's AC Binder Properties & Performance
- MR 04-03 - Evaluation of Rumble Stripes
- MR 04-02 - Texcote XL-70C Bridge Cote as a Concrete Surface Finish & Curing Compound
- MR 04-01 - Effects of HBP Paver Motion on Ride Quality
- UND 03-02 - Bridge Monitoring Project
- UND 03-01 - Low Permeable Concrete Bridge Deck
- ND 03-03 - Dowel Bar Retrofix Mix MR0301
- UND 02-03 - Cold in-Place Recycling of Asphalt Pavements in the Northern Plains Region
- UND 02-02 - Effects of Water Reducer Admixtures on Concrete Strength and Durability
- MR 02-01 - Microsurfacing Performance Evaluation
- NDSU 01-01 - Cost Effective Non-Flammable Pipe Liners
- NDSU 00-01 - Design of a High-Performance Concrete Mix for use in Dowel Bar Retrofit
- ND 00-02 - 3M Liquid Pavement Markings
- ND 98-06 - Fabric Reinforced Backfill Under Approach Slabs
- ND 98-04 - Use of Snow Plowable, Reflective Pavement Markers for Effective Delineation
- ND 98-03 - Vegetation Barriers Around Headwalls of Edge Drains
- ND 98-01 - Portland Cement as a Rehab Option for Overlaying an Existing Asphalt Roadway
- MR 98-01 - Evaluation of Water-Borne Pavement Markings Paint
- ND 97-03 - Performance of Different Classes of Hot Bituminous Pavement
- ND 97-01 - Whitetopping an Existing Asphalt Pavement with Polyolefin Fiber Enriched PCC
- MR 97-06 - Crafco Experimental Sealant to Level Depressed Cracks and PCCP Spall Repair
- MR 97-04 - 3U18 Mix for Dowel Bar Retrofit
- MR 97-02 - Performance of Stabilized Base
- MR 97-01 - Unsealed Joints in New Portland Cement Concrete Pavements
- ND 96-04 - Evaluation of Crafco Crack Sealants on Asphalt Pavements
- ND 96-03 - Modified Chip Seal Surface Treatments
- ND 96-02 - Soil Guard Bonded Fiber Matrix for Erosion Control
- ND 96-01 - Wasser Single Component Moisture Cured Paint for Bridge Maint. Overcoating
- MR 96-03 - Fiber Dowel Bars
- MR 96-02 - Polysulfied Joint Sealing
- MR 96-01 - Epoxy Coated Reinforced Steel
- ND 95-03 - Dowel Bar Retrofit for Load Transfer
- ND 95-02 - Crushed PCC Material as a Drainable Base
- ND 94-12 - Polycarb's Mark-55 Series Epoxy Pavement Marking
- ND 94-09 - Evaluation of Tining Widths to Reduce Noise of Concrete Roadways
- ND 94-08 - Silicone Versus Preformed Compression Joint Seals for Concrete Pavement
- ND 94-07 - Optical Camera in Edge Drains
- ND 94-05 - Moisture Sensors in Base and Sub-base
- ND 94-02 - Paveprep Inter Layer to Halt or Retard Reflective Cracking
- ND 94-01 - Saw and Seal Over the Overlaid Existing Concrete Joints
- ND 92-05 - Permeable Asphalt Stabilized Base Beneath an Asphalt Pavement
- ND 92-03 - Road Condition Weather Monitor
- ND 92-02 - Stratagrid's A-100 Ability to Strengthen an Asphalt Overlay
- ND 91-04 - Silane and Hot Bituminous Overlay as a Treatment for "D" Cracking on PCC
- ND 91-03 - 3M's Stamark Pliant Polymer Pavement Marking Tape, A380
- ND 91-01 - Base Reinforcement Using Geogrid
Active
- ND 09-01 - Reinforced Concrete Pipe Repair
- MR 08-01 - Evaluation of American Polymer's Graffiti Solution SystemŽ (GSS)
- ND 07-02 - Bridge Deck and Roadway Surface Treatments
- ND 07-01 - High Density Polyethylene Pipe
- ND 04-01 - Maximum Percentage of Asphalt Material in a Blended Base
- ND 03-02 - Concrete Bridge Deck Sealants
- ND 03-01 - Comparison of Rehabilitation Strategies on Long Term Ride Performance
- ND 02-02 - Performance of HBP vs. PCC Pavement
- ND 02-01 - Base Reinforcement Using Geogrid
- ND 01-01 - Use of Stainless Steel Alternative for a Corrosion Resistance Structure
- ND 00-01 - Six-Cell Seal Delastic Sealer
- ND 99-02 - Tining Versus Carpet Dragging for Texturing PCC Pavements
- MR 99-01 - Evaluation of Epoxy Pavement Markings
- ND 98-05 - Saw & Sealing Joints in Bituminous Pavement
- ND 98-02 - Snow Management by Use of Snow Fence Systems
- ND 97-02 - Evaluation of an Experimental Portland Cement Concrete Pavement Project
or viewers for Microsoft 
