Abstract
The road is one of the transportation infrastructures which is expected that the road condition has durability according to the ade of the plan. This study aims to determine in general the use of pegat mountain pebbles as highway pavement material (AC-WC).In this study using a mixture of asphalt laston type IX SNI 03-1737-1989 with variations of pegat mountain gravel mixture by 0%, 50%, 100%.From the research result obtained the highest marshall stability value of 1.214kg, highest plastic melt (flow) of 3,40mm, cavity in mixture (void in the mix) increased by 4,48%, cavity filled with asphalt (void filled with asphalt) highest increase of 0,83%, cavity in aggregate (void in mineral aggregate) increased by 22,23%, and marshall quotient (MQ) increased by 249% in the variation of pegat mountain gravel additives by 50%
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