However, in some tropical countries, many lateritic gravels have been
successfully used in road pavements despite the fact that they do not
comply with the temperate zone specification requirements for particle
size distribution, plasticity characteristics, and sometimes CBR. A s
pecification for the use of tropical soils in road pavements needs to
be developed, based on the genesis of the soils and the climatic envir
onment. The laboratory characteristics and performance as a paving mat
erial, of a lateritic soil developed on sandstone in south-east Queens
land, Australia, has been investigated. Based on the important feature
s of the lateritic soil and its good performance as a road pavement, a
criterion suitable for the selection of lateritic soil developed on s
andstone as a paving material, under similar climatic conditions to th
ose prevailing in south-east Queensland, has been proposed.