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Journal : Reinforcement Review In Civil Engineering Studies and Management

Analisis Kinerja Ruas Jalan (Studi Kasus Jalan Tangkuban Perahu, Denpasar Barat) I Wayan Gede Darma Yoga; Roger Bastiano Lica-Lica Dias Marcal; Dewa Ayu Putu Adhiya Garini Putri; Putu Ariawan
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (397.596 KB) | DOI: 10.38043/reinforcement.v1i2.4073

Abstract

Denpasar city is one of the big cities that has a very high population, it can be seen from the population of Denpasar city of 962,900.000 million people, (BPS, 2020). Over time, the traffic density on the road has increased, in addition to the increasing number of residents and the increasing number of private vehicle ownership, it is also caused by the location adjacent to shopping centers and restaurants. This research was conducted using primary data. Primary data was obtained from survey results in the form of traffic survey data,Road Capacity, Degree of Saturation, and Level of Service using the 2014 PKJI method. Based on the results of the discussion, it can be concluded that the performance of the Tangkuban Perahu road is at Level of Service F, which means it is very bad, with the following indicators. The peak hour volume is 2394 cur/hour. Capacity 2381 cur/hour. The side resistance is 98,4, for the side resistance class it is classified as very low, which is 0.96. The degree of saturation (DJ) > 1.00 is 101 cur/hour. The average travel speed of vehicles at a distance of 100m is 21,69 km/hour.
Perencanaan Mix Desain Cemen Treated Recycling Base (CTRB) Untuk Lapis Pondasi Atas Dengan Menggunakan Material Recycle Hasil Garukan Dari Aspal Hot Mix Putu Budiarnaya; Putu Ariawan; I Gede Swasdita
Reinforcement Review in Civil Engineering Studies and Management Vol. 1 No. 2 (2022)
Publisher : Universitas Pendidikan Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (298.455 KB) | DOI: 10.38043/reinforcement.v1i2.4100

Abstract

Upaya untuk memperbaiki kerusakan jalan adalah untuk mengembangkan basis Cemen Treated Recycling Base (CTRB), sebagai lapisan dasar. Teknologi daur ulang dapat menghemat penggunaan agregat 45% hingga 60% dalam aspal baru. Ini juga meningkatkan nilai ekonomi bahan abrasif, menghemat energi saat mengangkut material, mempertahankan bentuk jalan dan ketinggian jalan raya, dan melestarikan sumber daya alam. Penelitian ini menggunakan metode eksperimen dimana dilakukan eksperimen laboratorium untuk mendapatkan data yang diperlukan. Kadar semen yang digunakan dalam penelitian ini adalah 4% dan 5% serta 6% untuk nilai UCS (Unlimited Compressive Strength), dan material yang digunakan adalah 40% agregat RAP (Reclaimed Asphalt Aggregate) 60% Grade A ethm agregat. Kandungan semen yang memenuhi syarat Unlimited Compressive Strength (UCS) untuk Cemen Treated Recycling Base (CTRB) adalah 5% dengan kuat tekan rata-rata 29,48 atau 2,948 MPa.