This paper presents the assessment of the reactivity of pozzolans using various emerging reactivity test methods. A wide range of pozzolans representing different classes, including coal combustion products, natural pozzolans and ground glasses, were used in this study. Pozzolans were tested for reactivity quantification in calcite-lime-pozzolan systems in mortar cubes at 40 °C in a modified lime-reactivity test. The existing strength-activity index test, ASTM C311/C618, was modified by producing mortars of portland cement-pozzolan systems at a constant water-to-binder ratio. The bulk electrical resistivity of mortar cubes was measured in both modified lime-reactivity and modified ASTM C311/C618 tests before compressive strength was measured. Select pozzolans were also investigated in pastes using the recently developed R3 heat release test using isothermal calorimetry. The same pastes were then tested for lime consumption by pozzolans using thermogravimetric analysis. The outputs of the modified lime-reactivity test at 7 days are in moderate to strong agreement with the results of other reactivity tests. In mixtures with binders containing portland cement resistivity measurements better differentiate pozzolans based on reactivity; whereas, early-age strength developments are favored by the physical contribution of pozzolans. The resistivity and strength of portland cement-pozzolan mortars in the modified ASTM C311/C618 at 28 days or later and in the modified lime-reactivity test at 7 days are found to be reliable proxies of the reactivity of pozzolans. When strength and resistivity both are jointly considered a sound and balanced quantification of the pozzolanic reactivity is achieved.