PENGGUNAAN KERIKIL PECAH SUNGAI KAHAYAN SEBAGAI ALTERNATIF AGREGAT KASAR PADA CAMPURAN HOT ROLLED SHEET-BASE (HRS-BASE)

Hendri Hermanto, Desriantomy Desriantomy, Salonten Salonten

Abstract


Lataston is a mixture commonly used in Indonesia as a pavement structure. In its implementation in the field, implementers are often faced with the high use of aggregate in the Lataston mixture due to limited resources of crushed stone in Central Kalimantan, which usually forms the aggregate in the Lataston mixture imported from outside the region. Gravel from Menen Paduran Village has various grain sizes between 5 mm to 75 mm but has a surface that tends to be round and does not have an angular surface so that the gravel must be crushed using a Stone Crusher in order to meet the characteristics of coarse aggregate in the Lataston base layer mixture. The goal of this research was to find out how the usage of crushed gravel from Manen Paduran Village as coarse aggregate in the Lataston base layer mixture on the Marshall characteristic stability value in the foundation layer Lataston mixture (HRS-Base). The research was carried out in two parts, the first of which was to collect data. was making the test object using crushed gravel. Manen Paduran as coarse aggregate, ex stone ash. Peacock and Tangkiling sand as fine aggregate to obtain Optimum Asphalt Content (KAO). In the second stage is to make the test object using crushed stone ex. Peacock as coarse aggregate, ex stone ash. From the results of these tests, a comparison was made between the use of crushed gravel ex. Manen Paduran and crushed stone ex. Peacock seen from Marshall characteristics. Marshall test results using crushed gravel obtained an optimum asphalt content of 6.85%, Marshall test results obtained that the stability value decreased by 8.8% from the use of ex crushed stone. Peacock and with the use of crushed gravel ex. Manen Paduran is only

Keywords


Coarse Aggregate, Broken Gravel, Lataston Lap Foundation, Marshall

Full Text:

PDF

References


Desriantomy (2007), Penuntun Praktikum Bahan Perkerasan Jalan Raya, Fakultas Teknik Universitas Palangka Raya.

Departemen Pekerjaan Umum (2018), Sfesifikasi Umum Devisi 6

Hardi (2008), Penelitian Tigas Akhir Berjudul Analisis Karakteristik Campuran Aspal Panas Jenis Hot Rolled Sheet – Base (HRS-Base) Menggunakan Batu Pecah Dari Bukit Batu Dan Pasir Desa Pundu, Kabupaten Kota Waringin Timur. Tugas Akhir Fakultas Teknik, Palangka Raya.

Sukirman, S (2003), beton aspal campuran panas, granit, jakarta.

Suprapto, T.M (2004), Bahan Dan Struktur Jalan Raya, Biro Penerbit KMTS FTU GM.

Yurenta (2008), Analisis Penggunaan Batu Putih Dari Kecamatan Kuala Kurun Kabupaten Gunung Mas Sebagai Material Pembentuk Campuran Aspal Panas Jenis Hot Rolled Sheet Base (HRS-Base). Tugas Akhir Fakultas Teknik, Palangka Raya.




DOI: http://dx.doi.org/10.20527/infotek.v22i2.12385

DOI (PDF): http://dx.doi.org/10.20527/infotek.v22i2.12385.g7751

Article Metrics

Abstract view : 213 times
PDF - 249 times

Refbacks

  • There are currently no refbacks.


Copyright (c) 2022 INFO-TEKNIK

Creative Commons License
This work is licensed under a�Creative Commons Attribution 4.0 International License.�

joomla
statistics View My Stats

Indexed By:

Citation :

SINTA 6 mulai Vol. 19 No. 2 2018 (SK NO. 164/E/KPT/2021)

GOOGLE SCHOLAR : Sitasi = 78, H-index = 5, i10-index = 2

IPI :� Artikel = 100

IOS 3969 : Artikel = 239