EVALUATION OF
EMULSIFIED ASPHALT TREATED MIXES
AI-Abdul Wahhab, H. Asst. Prof.
Civil Eng. Dept., KFUPM Saudi Arabia
Hicks, R.G.
Prof. of Civil Eng. and Head
of Transportation
Research Institute
Oregon State
University. U.S.A.
ABSTRACT
This
paper presents a laboratory based procedure for the evaluation and prediction
of emulsified asphalt treated mixes behavior when used for road construction. Marl
and dune sand, which are available in abundant quantities in the Eastern
Province of Saudi Arabia, and open graded limestone aggregate mixes were
included in this study. Portland cement in small percentages was added to the
sand and marl mixes to improve their engineering properties. Modified Marshall stability method was used to arrive at the optimum sand
mixes. Designed mixes were subjected to a series of laboratory testing to
evaluate their engineering properties and to predict their behavior under field
simulated conditions. Tests including Marshall stability, water sensitivity, split tensile strength, resilient
modulus, fatigue life and rutting behavior were performed on cured Marshall size and beam
specimens. Fatigue and rutting behavior of each mix were modeled and used in a
mechanistic design procedure to come up with optimum pavement cross-sections
for local conditions. Full scale trials of emulsified asphalt roads will still
be required to check their performance under real field conditions and to
evaluate their economic viability.