摘要: |
Numerous studies have shown that G*/Sin(delta), the high temperature specification parameter for current Performance Graded (PG) asphalt binder is not adequate to reflect the rutting characteristics of polymer-modified binders. Consequently, many state Department of Transportation (DOT)s have added supplemental specifications, also known as “PG-Plus” tests, to identify the presence of polymer-modified binders. Louisiana Department of Transportation and Development (DOTD) is one among those state agencies that require force ductility, elastic recovery, and separation of polymer tests as the “PG Plus” requirements. However, most of these PG-Plus tests are unable to evaluate the performance of the polymer-enhanced binders and only determine the presence of a modifier. In this study, 44 Styrene-Butadiene-Styrene (SBS) polymer-modified asphalt binders currently graded as PG 70-22m and PG 76-22m and commonly used in the state of Louisiana were investigated. Those binders were collected from seven local asphalt binder suppliers. A suite of asphalt binder characterization tests namely: MSCR, G*/Sin(delta), elastic recovery, and Force Ductility were conducted to assess the suitability of MSCR test to be included in Louisiana DOT’s asphalt binder specifications in addition to identifying the potential of replacing elastic recovery and force ductility tests with MSCR recovery. Based on the findings of this study, DOTD is recommended to make the transition to AASHTO MP 19, the new J(sub nr)-based asphalt binder specifications. Recommendations are also provided to replace the currently used elastic recovery and force ductility tests with the MSCR recovery results. |