PENGARUH PEMANASAN BERULANG ASPAL TERHADAP KARAKTERISTIK HRS-BASE DENGAN VARIASI TEMPERATUR PEMADATAN

dc.contributor.author	SARUNGALLO, JULIUS
dc.date.accessioned	2023-01-16T02:20:06Z
dc.date.available	2023-01-16T02:20:06Z
dc.date.issued	2017
dc.identifier.other	45 11 041 004
dc.identifier.uri	http://localhost:8080/xmlui/handle/123456789/3889
dc.description.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	en_US
dc.publisher	UNIVERSITAS BOSOWA	en_US
dc.subject	HRS-Base	en_US
dc.subject	Marshall Parameter	en_US
dc.subject	Compaction Temperature	en_US
dc.title	PENGARUH PEMANASAN BERULANG ASPAL TERHADAP KARAKTERISTIK HRS-BASE DENGAN VARIASI TEMPERATUR PEMADATAN	en_US
dc.type	Thesis	en_US