Pemanfaatan Abu Ampas Tebu sebagai Filler pada Campuran CPHMA. (Utilization of Sugarcane Bagasse Ash as Filler in CPHMA Mixtures).

Cahyo, Adi Mas (2026) Pemanfaatan Abu Ampas Tebu sebagai Filler pada Campuran CPHMA. (Utilization of Sugarcane Bagasse Ash as Filler in CPHMA Mixtures). Undergraduate thesis, Universitas 17 Agustus 1945 Surabaya.

Preview	Text (ABSTRAK) ABSTRAK.pdf Download (5MB) | Preview
	Text (BAB I) BAB I.pdf Restricted to Repository staff only Download (226kB) | Request a copy
	Text (BAB II) BAB II.pdf Restricted to Repository staff only Download (756kB) | Request a copy
	Text (BAB III) BAB III.pdf Restricted to Repository staff only Download (1MB) | Request a copy
	Text (BAB IV) BAB IV.pdf Restricted to Repository staff only Download (673kB) | Request a copy
	Text (BAB V) BAB V dan Dapus.pdf Restricted to Repository staff only Download (385kB) | Request a copy
Preview	Text (LAMPIRAN) Lampiran.pdf Download (5MB) | Preview
Preview	Text (LoA JURNAL) Sertifikat LoA Jurnal.pdf Download (74kB) | Preview
	Text (JURNAL) 4677-Article Text-19724-1-4-20260508 (Revisi Jurnal).pdf Restricted to Repository staff only Download (647kB) | Request a copy
	Text (JURNAL TURNITIN) Jurnal JSIT Adi Mas Cek Turnitin Fix.pdf Restricted to Repository staff only Download (2MB) | Request a copy
	Text (JURNAL TURNITIN UNTAG) Penentuan Kadar Aspal Optimum pada Campuran CPHMA Menggunakan Asbuton B30_50.pdf Restricted to Repository staff only Download (4MB) | Request a copy
	Text (JURNAL PUBLISH) 4677-Article Text-20356-1-10-20260526 (Publish).pdf Restricted to Repository staff only Download (844kB) | Request a copy

Abstract

Cold Paving Hot Mix Asbuton (CPHMA) is a pavement mixture that uses Asbuton as a binder. One waste material with the potential to be utilized as a filler is sugarcane bagasse ash. This study aimed to analyze the effect of sugarcane bagasse ash as a filler on the Marshall characteristics of CPHMA mixtures, determine the Optimum Asphalt Content, and evaluate its compliance with the 2018 General Specifications for Highways (Bina Marga), Revision 2. The research was conducted experimentally in the laboratory using the Marshall method. The OAC was determined using asphalt content variations of 6%, 6.5%, 7%, 7.5%, and 8%. After obtaining the OAC, sugarcane bagasse ash filler was applied at variations of 0%, 1.5%, 2%, and 2.5%. The analyzed parameters included stability, flow, Void in Mix (VIM), Void in Mineral Aggregate (VMA), Void Filled with Bitumen (VFB), and residual stability. The results showed that sugarcane bagasse ash met the requirements as a filler, with 75.05% passing the No. 200 sieve and a specific gravity of 2.96. The OAC was determined to be 7.5%, resulting in a stability value of 510 kg, flow of 4.9 mm, VIM of 8.85%, VMA of 24.49%, VFB of 63.86%, and residual stability of 128 kg. The highest stability value was obtained at a filler content of 2%, reaching 583 kg, with a flow value of 4.4 mm, VIM of 5.65%, VMA of 22.52%, VFB of 74.94%, and residual stability of 115 kg. Overall, the Marshall parameters satisfied the requirements of the 2018 General Specifications for Bina Marga, Revision 2.

Item Type:	Thesis (Undergraduate)
Uncontrolled Keywords:	CPHMA, Bagasse Ash, Filler, Marshall Characteristics, Optimum Asphalt Content
Subjects:	T Technology > TA Engineering (General). Civil engineering (General)
Divisions:	Fakultas Teknik > Program Studi Teknik Sipil
Depositing User:	1432200025 Adi Mas Cahyo
Date Deposited:	27 Aug 2026 02:01
Last Modified:	03 Sep 2026 02:01
URI:	http://repository.untag-sby.ac.id/id/eprint/47515

Actions (login required)

View Item