The performance of stability test using Bantak aggregate and AC50/70 as polymer on Marshall characteristic

This study aims to determine Marshall's characteristics using asphalt binder modified polymer AC 50/70 (Starbit E-55) local Bantak material. The test method used is a hot mix (Hot Mix) with the Marshall method. content was 5% successively; 5.5%; 6%; 6.5%; and 7% consisting of 3 specimens for each variant. research carried out at Material Laboratory Department Civil Engineering Planning, Faculty Engineering, Yogyakarta State University. results characteristic performance Optimum Asphalt Level (KAO) 6.5% are as follows: stability mean value 1197.6 kg, Density 2.34 gr/cc, melt (Flow) 3, 1 mm, VIM (Void in 4.83%, VMA Mineral Aggregate) 13.40%, VFB Filled Bitumen) 60.61%, MQ (Marshall Quotient) 391.08 kg/mm.