The Superpave specification parameter \G*\ /sin delta for high temperature
performance grading of paving asphalts has not been found to be adequate in
rating various binders, especially some polymer-modified ones, for their r
utting resistance. This has led researchers to seek other possible paramete
rs that may better relate to rutting resistance and also to search for ways
to improve the existing parameter \G*\ /sin delta so that it is more sensi
tive to pavement performance. Some researchers have suggested the repeated
creep and recovery test, while others have used a semiempirical approach as
a means to refine the existing Superpave specification parameter. The pres
ent work revisits the proposed refinements of the Super-pave specification
parameter and shows that the semiempirical approach involving curve-fitting
of experimental data is not necessary if the derivations are based on fund
amental concepts. The final equations obtained through a theoretical develo
pment are verified using part of the same experimental data that were used
by the earlier researchers.