1. Understanding the Technology INTELLIGENT COMPACTION Jimmy Si, Ph.D., P.E. Austin, TX, April 3, 2014

2. Table of Contents 6-9 10-11 12 13 3-5 Why Use Intelligent Compaction TXDOT IC Projects Benefits and Challenges Future Plans Summary 11 22 33 44 55 2

3.  Ordinary Compaction Ordinary Compaction  Density Control Compactive Energy Moisture Content Material Type Compact Lift Thickness Underlying Conditions Why Use IC? 3

4.  Not used in pavement design  A layer-specific spot test providing no info on the uniformity of compaction over the entire section  Only measured after compaction is complete providing no feedback in real time 4 Can We Do A Better Job?

5. Why Use IC?  Lose the track of rolling pass counts  Compaction job becomes guesswork  Inconsistent and non-uniform density  Under/over compaction  Premature pavement failure 5 Before After

6. TxDOT IC Projects Fort Worth (7) FM156 ; US287 ; FM1938 ; FM731 ; SH267 ; IH35W ; and IH30 El Paso (1) FM1281 Amarillo (1) LP335 Paris (2) US75 SH24 Atlanta (1) FM450 Houston (1) SH35 6

7.  FM156, Fort Worth, TX  FHWA/TPF IC Study  SG, Lime Stabilized SG, and Flex Base Ammann/Case padfoot drum IC roller Dynapac single smooth drum IC roller Ammann/Case smooth drum IC roller FM156 Project 7

8. Case/Ammann single-drum padfoot IC roller K s shows compaction progress and a soft spot FM156 Project – Identify Soft Spots Screen shots of k SΙPD maps for different passes on TB 1 8

9. FWD LWD FM156 Project – IC vs. Conventional Tests DCP 9

10. Benefits  Covers 100% of the area compacted  Monitors pass counts  Identifies areas of poor compaction  Intelligently picks areas to test for QC/QA  Improves productivity and minimizes cost  Improves safety in construction zones 10

11.  Extensive training for DOT and contractors  FHWA training workshops  Data management difficulties  VEDA  More expensive than ordinary  IC retrofit kit  High moisture variation  No strong correlation b/w stiffness and density Challenges 11

12.  Workshops/Webinars and pilot projects in districts  Revise IC specification –Short Term: density based on IC proof mapping –Long Term: stiffness based on IC proof mapping 12 Future Plans

13. Summary 1.IC is a continuous compaction control process. 2.IC is only for QC so far. 3.IC measures stiffness, not density. 4.IC reports both stiffness and pass count. 5.IC does not measure moisture. 6.IC measurements are sensitive to moisture. 7.IC improves safety in construction zones. 13

14. QUESTIONS ? Jimmy Si, Ph.D., P.E. 512-506-5901 Jimmy.Si@txdot.gov Thank You!