TECHNICAL PAPERS
Light Weight Deflectometers (LWD) and Dynamic Cone Penetrometers (DCP)
- Using the Dynamic Cone Penetrometer (DCP) and Light Weight Deflectometer (LWD) for Construction Quality Assurance
- Evaluation of mechanistic-based compaction measurement for earthwork QC/QA
- Using the Dynamic Cone Penetrometer and Light Weight Deflectometer for Construction Quality Assurance
- Non-Nuclear Methods for Compaction Control of Unbound Materials
Dynamic Cone Penetrometers (DCPs)
- Evaluation of In Situ Pavement Layers with the Dynamic Cone Penetrometer (DCP)
- Description and Application of Dual Mass Dynamic Cone Penetrometer-United States Army Corp of Engineers (USACE) Report GL-92-3 on DCP
- Force Projection Site Evaluation using the Electric Core Protection (ECP) and the Dynamic Cone Penetrometer (DCP) Report GL-94-17
- Comparison of the DCP with other Tests during Subgrade and Granular base Characterization in Minnesota
- Illinois DOT Pavement Technology Advisory – DCP
- Field Study of Compaction Monitoring Systems: Self Propelled Non-Vibratory 825G and Vibratory Smooth Drum CS-533E Rollers
- Simple Methods of Flexible Pavement Design Using Cone Penetrometers
Light Weight Deflectometers (LWDs)
- 2012 Road School – Light Weight Deflectometer (LWD)
- ContinuousCompactionControlMeasurmentsQualityAssuranceConjunctionLWDTargetModulusValues
- GeoCongress_2020_SVM_Baker
- Purdue Road School 2014 – LWD & DCP – Nayyar Siddiki INDOT
- Nuclear vs. Non-Nuclear Testing and Transition – Development of Curves
- Standardizing Lightweight Deflectometer Modulus Measurements for Compaction Quality Assurance
- Characterisation of in situ soils based on the resilient soil modulus obtained using Light Weight Deflectometer
- Field Evaluation of In Situ Test Technology for QC/QA during Construction of Pavement Layers and Embankments
- Validation of DCP and LWD Moisture Specifications for Granular Materials
- Evaluation of Light Weight Deflectometer (LWD) for Characterization of Subgrade Soil Modulus
Intelligent Compaction – LWD and DCP
- Eval of mech-based compact measure for earth
- Roller intergrated Compaction Monitoring Technology: Field Evaluation, Spatial Visualization, and Specifications
- Iowa Workshop on Intelligent Compaction (IC) for Soils and Hot Mix Asphalt (HMA)
- Implementation of Intelligent Compaction (IC) Performance Based Specifications in Minnesota
- Accelerated Implementation of Intelligent Compaction (IC) Technology for Embankment Subgrade Soils, Aggregate Base, and Asphalt Pavement Materials
Asphalt (LWD) – Intelligent Compaction Projects
Non-Destructive Methods for determining Asphalt and Concrete Pavement Thickness using MIT-SCAN-T2/T3 Technology
- FHWA Presentation NDE MIT SCAN-T2-T3 July 24 2020
- TRB T2 Presentation_Final_1_12_19
- MIT SCAN-T2 A Device for Concrete Pavement Thickness Measurement
- NDT Thickness Measurements for Concrete Pavements
- Use of Scanning Lasers for Real-Time Pavement Thickness
- 2NonDestructiveApproachesAssessmentFieldThickness
- GeoCongress_2020_Lift_Thickness_Baker
Non-Destructive Methods for determining Dowel Bar Placement/Alignment for Concrete Pavements using MIT-SCAN2-BT Technology
- Summary of Recent Studies of Dowel Alignment for DBI vs Basket Installations
- Where the Dowel Bars are
- Use of Magnetic Tomography Technology to Evaluate Dowel Placement
- Guidelines for Dowel Alignment in Concrete Pavements
- Field Demonstration of Magnetic Tomography Technology for Determination of Dowel Bar Position in Concrete Pavement
- Preliminary Findings from VDOT Demo on Dowel Alignment Using Magnetic Imaging Tool Scan-2
- Evaluation of the MIT SCAN-2 on Mn/DOT’s 15 inch Long Dowels
- Best Practices for Dowel Bar Placement Tolerances
- Draft ACPA Dowel Bar Alignment Guideline issued January 7, 2014
- Tomorrow’s High Performance Concrete Pavements, Today
- Evaluation of Dowel Bar Inserter Practices in PCC Pavements with Magnetic Tomography Technology Nebraska LTPA Evaluation of Dowel Bar Inserter Practices in PCC Pavements
Capillary Pressure Monitoring
- Capillary Pressure Controlled Concrete Curing in Pavement Construction
- Capillary Pressure Monitoring in Plastic Concrete for Controlling Early Age Shrinkage Cracking
- Capillary Pressure Monitoring in Plastic Concrete for Controlling Early Age Shrinkage Cracking (Handout)
- Capillary Shrinkage Cracking and its Prevention by Controlled Concrete Curing
- Capillary Pressure Controlled Concrete Curing in Pavement Construction (PowerPoint slides)
- On-Site Capillary Pressure Measurement in Plastic Concrete for Controlling Early-age Cracking