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Pencampuran Batu Kapur Dan Bottom Ash Sebagai Lapis Pondasi Kelas B Perkerasan Jalan Kabupaten Wakatobi

Sultra Civil Engineering Journal (SCiEJ) · Vol. 2 No. 2 (2021) · pp. 99–106

DOI
10.54297/sciej.v2i2.198
ISSN
2716-1714
Published
2021-12-09
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

Higway is an important infrastructure facility to support economic development in a region. The pavement construction of Wakatobi Regency is known to use materials imported form Palu City and Ambon City. In Wakatobi, there are actually quite a lot of local materials, such as send and limestone or limeston, but they cannot be used optimally. The puepose of this study wa to determine the characteristics of Komala limeston and the characteristics of bottom ash taken from the Nii Tanasa PLTU and how the ideal mixture composition between the two materials combined. The results showed that the characteristics of limestone/ limestone with the composition with the composition of broken stone 55% + 45% boottom ash, 50% broken stone + boottom ash 50% and 45% broken stone + 55% boottom ash obtained coarse agregate density = 1,491%, weight type of fine agregate (boottom ash) = 14,95% with each abrasion = 25,30% for testing the performance of an ideal mixture of Komala limeston and Nii Tanasa boottom ash with a composition of 55% broken stone + 45% boottom ash, CBR on γd Max. 61,76 % have met the specifications. Meanwhile the composition of 50% crushed stone + boottom ash 50% and 45% broken stone + 55% boottom ash does not meet the specifications of Bina Marga 2010. Copyright ©

Collaboration network of the authors

20 authors · 35 co-authorship links · 5 across different organisations

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • Universitas Sulawesi Tenggara
  • Universitas Halu Oleo
  • Institut Agama Islam Negeri Kendari
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Irwan LakawaUniversitas Sulawesi Tenggara3
Sufrianto SufriantoUniversitas Sulawesi Tenggara2
Sunaryo SunaryoUniversitas Sulawesi Tenggara2
Abdul Rahman KadirAffiliation unknown2
Adris Ade PutraUniversitas Halu Oleo2
Ahmad AhmadUniversitas Sulawesi Tenggara1
Arsum Rheza Djaya SaputraUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinInstitut Agama Islam Negeri Kendari1
La Ode Ahmad RasyidAffiliation unknown1
Al MustahyunUniversitas Sulawesi Tenggara1
Ari SumantoroAffiliation unknown1
Syarifuddin SyarifuddinAffiliation unknown1
Edward NgiiUniversitas Halu Oleo1
Basrami Dwi PutraAffiliation unknown1
TASRIM TASRIMUniversitas Halu Oleo1
Dewa Made RatmawanAffiliation unknown1
Safrudin SafrudinAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://jurnal-unsultra.ac.id/index.php/scej/oai, first harvested 30 Okt 2026, last seen 30 Okt 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en-US">Pencampuran Batu Kapur Dan Bottom Ash Sebagai Lapis Pondasi Kelas B Perkerasan Jalan Kabupaten Wakatobi</dc:title>
	<dc:creator>Masbahrin, Masbahrin</dc:creator>
	<dc:creator>Muh. Magribi, La Ode</dc:creator>
	<dc:creator>Rachmat, La Ode Musa</dc:creator>
	<dc:description xml:lang="en-US">Higway is an important infrastructure facility to support economic development in a region. The pavement construction of Wakatobi Regency is known to use materials imported form Palu City and Ambon City. In Wakatobi, there are actually quite a lot of local materials, such as send and limestone or limeston, but they cannot be used optimally. The puepose of this study wa to determine the characteristics of Komala limeston and the characteristics of bottom ash taken from the Nii Tanasa PLTU and how the ideal mixture composition between the two materials combined. The results showed that the characteristics of limestone/ limestone with the composition with the composition of broken stone 55% + 45% boottom ash, 50% broken stone + boottom ash 50% and 45% broken stone + 55% boottom ash obtained coarse agregate density = 1,491%, weight type of fine agregate (boottom ash) = 14,95% with each abrasion = 25,30% for testing the performance of an ideal mixture of Komala limeston and Nii Tanasa boottom ash with a composition of 55% broken stone + 45% boottom ash, CBR on γd Max. 61,76 % have met the specifications. Meanwhile the composition of 50% crushed stone + boottom ash 50% and 45% broken stone + 55% boottom ash does not meet the specifications of Bina Marga 2010. Copyright ©</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2021-12-09</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://jurnal-unsultra.ac.id/index.php/scej/article/view/198</dc:identifier>
	<dc:identifier>10.54297/sciej.v2i2.198</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ); 99 - 106</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v2i2</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/198/118</dc:relation>
	<dc:relation>10.54297/sciej.v2i2.198.g118</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2021 Masbahrin Masbahrin, La Ode Muh. Magribi, La Ode Musa Rachmat</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>