Asphalt binders are elasto-visco-elastic materials where temperature a
nd rate of load application hare a great influence on their behaviour.
They are classified as rheological materials since their stress-strai
n response is both time and temperature dependent. Asphalt binder cons
istency and hence ability to sustain and hold its fundamental cementin
g mechanism changes depending on temperature. In this research, the ph
ysical and rheological properties of the locally produced Arab asphalt
binders and the performance requirements of the Gulf countries enviro
nmental conditions were determined. The designed experiments and the c
ollected data clearly indicated that the locally produced asphalt bind
ers can be used without modification in areas where the maximum paveme
nt temperature does not exceed 64 degrees C. Temperature zoning indica
ted that more than 50% of the Gulf countries areas experience a maximu
m pavement temperature of 76 degrees C. Therefore, asphalt binder modi
fication is required to meet Gulf countries' performance requirements.
(C) 1998 Elsevier Science Ltd. All rights reserved.