MARSHALL CHARACTERISTICS ANALYSIS USING VARIATION WITHOUT BROKEN AND MANY FRACTURES OF GRAVEL ON MIXED HOT ROLLED SHEET - WEARING COURSE (HRS-WC)

The asphalt pavement layer is composed of a mixture coarse aggregate, medium fine aggregate and asphalt. use derived from natural aggregates or rivers which are taken directly without the process breaking stone with crusher (Stone Crusher) resulted in poor quality will affect all Marshall test parameters. Therefore, research usinggravel broken planes, one plane, two many cracked areas on were carried out to determine characteristics gravel, testing obtain optimal content, as well analyzing results comparison characteristic values, among others, resistance (stability), plastic melting (flow), VIM, VMA, VFB, quotient (Marshall Quotient/MQ) density HRS-WC mixture.The study show value optimum content cracks 6.5%, between same value. stability, flow, Immersion Index HRS- WC smaller than areas. MQ greater