This report presents the development of a non-solvent-based test method for evaluating reclaimed asphalt pavement (RAP) in hot mix asphalt (HMA). The method uses standard gyratory-compacted asphalt concrete samples to assess performance-based binder properties. The test method involves indirect tensile creep testing, which measures stress relaxation modulus and curvature coefficient to evaluate binder properties. The method is quick, simple, and repeatable, with a total testing time of less than 5 minutes per sample. It can be used to assess RAP binder properties, estimate the percent RAP in a mix, determine when to lower the virgin asphalt binder grade, and monitor the consistency of binder properties during HMA production and paving. The method was tested using samples with and without RAP, and the results showed that the stress relaxation modulus and curvature coefficient are influenced by the percentage of RAP and the PG binder grade. The test method was also validated using field data, showing that the coefficient of variation for the stress relaxation modulus and curvature coefficient is 16% and 7%, respectively. The method has the potential to be used for process control and quality assurance in HMA production. The study recommends further field verification of the test method and the development of standardized procedures for its use. The findings suggest that the test method can be used to determine the percent RAP in a mix and to monitor the consistency of binder properties during production. The method is a promising alternative to traditional solvent-based testing methods for evaluating RAP in HMA.This report presents the development of a non-solvent-based test method for evaluating reclaimed asphalt pavement (RAP) in hot mix asphalt (HMA). The method uses standard gyratory-compacted asphalt concrete samples to assess performance-based binder properties. The test method involves indirect tensile creep testing, which measures stress relaxation modulus and curvature coefficient to evaluate binder properties. The method is quick, simple, and repeatable, with a total testing time of less than 5 minutes per sample. It can be used to assess RAP binder properties, estimate the percent RAP in a mix, determine when to lower the virgin asphalt binder grade, and monitor the consistency of binder properties during HMA production and paving. The method was tested using samples with and without RAP, and the results showed that the stress relaxation modulus and curvature coefficient are influenced by the percentage of RAP and the PG binder grade. The test method was also validated using field data, showing that the coefficient of variation for the stress relaxation modulus and curvature coefficient is 16% and 7%, respectively. The method has the potential to be used for process control and quality assurance in HMA production. The study recommends further field verification of the test method and the development of standardized procedures for its use. The findings suggest that the test method can be used to determine the percent RAP in a mix and to monitor the consistency of binder properties during production. The method is a promising alternative to traditional solvent-based testing methods for evaluating RAP in HMA.