ANALISIS PRODUKTIVITAS PEKERJAAN TIMBUNAN TANAH PADA PROYEK PEMBANGUNAN JALAN TOL (Studi Kasus : Proyek Pembangunan Jalan Tol Trans Jawa Ruas Batang - Semarang )

SARI, SILA PERWIRA (2022) ANALISIS PRODUKTIVITAS PEKERJAAN TIMBUNAN TANAH PADA PROYEK PEMBANGUNAN JALAN TOL (Studi Kasus : Proyek Pembangunan Jalan Tol Trans Jawa Ruas Batang - Semarang ). S1 thesis, Universitas Mercu Buana Jakarta.

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Abstract

Earthwork includes excavation and embankment activities. The earthwork discussed in this study focuses on embankment work on the main road. The implementation of embankment work requires the use of heavy equipment to facilitate and accelerate the process so that the work can be completed on schedule. The heavy equipment analyzed in this study includes a sheep foot roller, smooth drum roller, bulldozer, and dump truck. The embankment method on the main road utilizes two types of compaction equipment, namely sheep foot rollers and smooth drum rollers. The embankment work implementation consists of several stages, including preparation work, material sampling, soil specification checking, material excavation and transportation, material spreading, soil compaction, and soil density testing. The methods used in the productivity analysis are theoretical and practical methods. Based on the analysis using the theoretical method, the productivity values obtained are 171.43 m³/hour for the sheep foot roller, 171.43 m³/hour for the smooth drum roller, 43.61 m³/hour for the bulldozer, and 17.59 m³/hour for the dump truck. The estimated duration required to complete the embankment work with a total volume of 107,940.38 m³ is 767.06 hours. Based on the analysis using the practical method, the productivity values obtained are 121.71 m³/hour for the sheep foot roller, 127.71 m³/hour for the smooth drum roller, 51.99 m³/hour for the bulldozer, and 15.561 m³/hour for the dump truck. The calculated duration required to complete the embankment work with a volume of 107,940.38 m³ is 770.73 hours. Keywords: Embankment Work, Construction Method, Productivity, Duration Pekerjaan tanah meliputi pekerjaan galian dan timbunan. Pekerjaan tanah yang akan dibahas dalam studi ini adalah pekerjaan timbunan material pada main road. Pelaksanaan pekerjaan timbunan membutuhkan bantuan alat berat untuk meringankan dan mempercepat pekerjaan agar pekerjaan dapat selesai tepat waktu. Alat berat yang ditinjau dalam studi ini antara lain sheep foot, smooth drum, bulldozer, dan dump truck. Metode pelaksanaan timbunan material pada main road menggunakan dua jenis alat pemadat yaitu sheep foot dan smooth drum. Pelaksanaan pekerjaan timbunan terdiri dari pekerjaan persiapan, pengambilan contoh material, pengecekan spesifikasi tanah, penggalian dan pengangkutan material, penghamparan material, pemadatan tanah, dan pengecekan kepadatan tanah. Metode yang digunakan dalam analisis perhitungan produktivitas adalah metode teoritis dan praktis. Berdasarkan analisis menggunakan metode teoritis diperoleh produktivitas sheep foot sebesar 171,43 m3 /jam, smooth drum sebesar 171,43 m3 /jam, bulldozer sebesar 43,61 m3 /jam , dan dump truck sebesar 17,59 m3 /jam. Perhitungan durasi timbunan dengan volume sebanyak 107.940,38 m3 diperlukan waktu selama 767,06 jam. Berdasarkan analisis menggunakan metode praktis diperoleh produktivitas sheep foot sebesar 121,71 m3 /jam, smooth drum sebesar 127,71 m3 /jam, bulldozer sebesar 51,99 m3/jam , dan dump truck sebesar 15,561 m3 /jam. Diperoleh durasi selama 770,73 jam untuk volume sebesar 107.940,38 m3. Kata Kunci : Pekerjaan Timbunan, Metode Pelaksanaan, Produktivitas, Durasi.

Item Type: Thesis (S1)
NIM/NIDN Creators: 41119110051
Uncontrolled Keywords: Pekerjaan Timbunan, Metode Pelaksanaan, Produktivitas, Durasi.
Subjects: 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil
600 Technology/Teknologi > 650 Management, Public Relations, Business and Auxiliary Service/Manajemen, Hubungan Masyarakat, Bisnis dan Ilmu yang Berkaitan > 658 General Management/Manajemen Umum > 658.9 Construction Management/Manajemen Konstruksi
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: khalimah
Date Deposited: 18 Jun 2026 02:50
Last Modified: 18 Jun 2026 02:50
URI: http://repository.mercubuana.ac.id/id/eprint/102259

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