Asphalt Pavement Cracking Performance Data AnalysisStatus: ActiveProject Start Date: 11/23/2022Subscribe for Updates Summary: This study will enhance previous research and is motivated to evaluate newer and potentially more applicable disc-shaped compact tension (DCT) post-peak indices in addition to the Gf parameter for characterization of mixture reflective and thermal cracking properties, substantially improve the reliability of performance thresholds using collected pavement field cracking performance (both in terms of extent and severity), and develop a statistical model that can be used to predict the cracking performance of asphalt mixtures as a material selection and mix design tool. Final Deliverables: Related Materials: Introduction to Post Peak (DCT) Index (PDF) (Other) Related Research: Disc Shaped Compact Tension (DCT) Specifications Development for Asphalt Pavement Project Personnel: Principal Investigator: Eshan Dave Co-Principal Investigator: Jo Sias Technical Liaison: Shongtao Dai, Joseph Voels Project Coordinator: Jackie Jiran Panel Members: Chelsea Bennett - Materials & Road Research James Bittmann - District 2 Jason Richter - Materials & Road Research Joseph Podolsky - Materials & Road Research Mark Meuffels - Carver County Phil Schmalz - Meeker County Highway Department Raul Velasquez - Materials & Road Research Steven Henrichs - Materials & Road Research Terrence Beaudry - Materials & Road Research