Abstract:
This study was conducted to determine the effect of compaction temperature on
Marshall parameters for HRS-Base asphalt mixture. The value of asphalt optimum in
the study was searched using 15 samples and was done at Bosowa University
Highway Laboratory. The compaction temperature under study is 85⁰C-150⁰C. From
the research, it was found that the compaction temperature that fulfilled the
requirements for asphalt concrete mixture of HRS-Base using asphalt oil asphalt was
at 120⁰C to 145⁰C, while for temperature below 120⁰C temperature did not meet the
requirements
