PENGARUH PENAMBAHAN SERBUK LIMBAH BAN KARET TERHADAP KARAKTERISTIK MARSHALL PADA CPHMA (COLD PAVING HOT MIX ASBUTON)
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Institusion
Institut Teknologi Perusahaan Listrik Negara
Author
SITOMPUL, GEBY ANASATASYA
Handayasari, Indah
Handayasari, Indah
Subject
Teknik Sipil
Datestamp
2022-09-20 07:06:12
Abstract :
Buton asphalt is a natural asphalt found in Indonesia and is used to improve road repairs. CPHMA has a low stability value in compaction using room temperature. The addition of rubber tire powder waste to CPHMA aims to determine the effect of added materials on and the effect of compaction temperature on marshall characteristics. Variations in addition of rubber recycling powder used are 0%, 5% and 10%. And the compaction temperature is 30oC, 60oC, 90oC, 120oC and 150oC. The analysis results obtained for the stability value with 0% added material variations at temperatures of 150oC, namely: 1536,182 Kg. On variations of 5% added material at temperatures of: 150oC, namely: 821.222 Kg and on variations of 10% added material at a temperature of: 150oC namely: 671,969 Kg. From the results of the stability value obtained, the stability value decreases along with the increase in the variety of added materials and does not meet the specifications of Highways. It is hoped that further research will pay attention to the additional materials used and the processing method of the added materials used.
Buton asphalt is a natural asphalt found in Indonesia and is used to improve road repairs. CPHMA has a low stability value in compaction using room temperature. The addition of rubber tire powder waste to CPHMA aims to determine the effect of added materials on and the effect of compaction temperature on marshall characteristics. Variations in addition of rubber recycling powder used are 0%, 5% and 10%. And the compaction temperature is 30oC, 60oC, 90oC, 120oC and 150oC. The analysis results obtained for the stability value with 0% added material variations at temperatures of 150oC, namely: 1536,182 Kg. On variations of 5% added material at temperatures of: 150oC, namely: 821.222 Kg and on variations of 10% added material at a temperature of: 150oC namely: 671,969 Kg. From the results of the stability value obtained, the stability value decreases along with the increase in the variety of added materials and does not meet the specifications of Highways. It is hoped that further research will pay attention to the additional materials used and the processing method of the added materials used.
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