The subject of what kind of base course to use always brings forth a lot of different ideas. One factor that should be considered in most areas is the possibility of the subgrade soil intruding and "contaminating" the base course. Another is the possible migration of fines up out of joints or cracks under the effect of traffic and wet conditions.
Another is the shear strength of the mixture, affecting load transfer down to the subgrade. Of course we could go on as with soundness and frost heave effects, etc.
Be prepared for several different viewpoints.