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Karakteristik Aspal Porus Dengan Bahan Tambahan Agregat Yang Menggunakan Limbah Plastik (Low Density Polyethylene) LDPE M. Sa'dillah -; Pamela Dinar Rahma; Rifky Aldila Primasworo; Tatang Maulana Maliq
Inersia: Jurnal Teknik Sipil Vol. 15 No. 2 (2023)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.15.2.85-94

Abstract

Peningkatan perkerasan jalan sangat dibutuhkan dibidang kontruksi jalan dalam konteks ini aspal porus sangat dan sering digunakan sebagai bahan pelapis jalan yang, dalam konsep jalan aspal porus dengan bahan tambahan limbah plastik LDPE (Low Density Polyethylene) berperan penting dalam perekat perkerasan jalan sebagai alternatif dan mempunyai kekuatan yang tinggi dan tahan terhadap deformasi itu sendiri dibanding dengan aspal beton. Adapun tujuan dilakukan penelitian yaitu untuk mengetahui karakteristik Marshall terhadap kadar aspal optimum (KAO) dan dengan bahan tambahan limbah plastik LDPE pada perkerjasan aspal porus. Bahan pengisi aspal porus seperti agregat kasar, halus dan bahan pengisi filler (abu batu). Kadar rencana aspal 4%, 4,5%, 5%, 5,5% 6% dan kadar LDPE 0%, 2%, 4%, 6% dan 8% dilakukan pengujian marshall dengan parameter yaitu AAPA 2004 (Australian Asphalt Pavement Association). Hasil analisis yang ditinjau dari pembahasan karakteristik Marshall terhadap campuran aspal porus dengan bahan tambahan plastik LDPE menyatakan hasil yang diperoleh nilai VIM tertinggi pada kadar 8% dengan memperoleh nilai 23,71% dan yang terendah pada kadar 2% dengan memperoleh nilai 19,37% dan untuk nilai VMA yang tertinggi diperoleh pada kadar 8% sebesar 22,77% dan untuk nilai terendah diperoleh pada kadar 2% sebesar 19,37%.
Analysis of Accident Rate in Kolonel Sugiono Street, Malang City: Analisis Tingkat Kecelakaan di Jalan Kolonel Sugiono Kota Malang Rifky Aldila Primasworo; M. Sa’dillah; Maria Goreti Ganjom
Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Vol. 13 No. 1 (2024): Cantilever
Publisher : Department of Civil Engineering and Planning, Faculty of Engineering, Sriwijaya University

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35139/cantilever.v13i1.268

Abstract

Kolonel Sugiono street is included in the administrative area of ​​Mergosono Sub-Village, Kedungkandang District, Malang City and is a connecting route between Malang Regency and Malang City. In addition, it is also one of the routes that connects Malang City and Surabaya City, with the road function being a Secondary artery and a national road. Kolonel Sugiono street is one of the lanes with a quite high flow of vehicles every day. Kolonel Sugiono street is an area that has quite a lot of blackspot due to the frequent occurrence of traffic accidents. Based on Malang City Traffic data, there were 51 accidents occurred in 2014-2016 and 40 accidents in 2017-2021, both on Kolonel Sugiono street. This study aimed to determine the traffic’s characteristics, identify blacksites and blackspots, as well as solutions and efforts to improve road safety. According to the analysis results, the service level of Kolonel Sugiono street is 0.98 that is categorized as criterion E, namely the traffic volume is approaching or at its capacity, the flow is unstable with frequently stop conditions. Furthermore, based on the Z-Score and Cusum analysis, Kolonel Sugiono road is identified as a Blacksite and Blackspot because it has a positive Z-Score value, namely segment I is 3.1 and in segment II is 5, has a Cusum value, namely in segment 1 is 32 and in segment II has a value of 28.2. Solutions and efforts to improve road safety are paying attention to, repairing, and installing traffic signs, traffic signaling devices, and other road complementary factors.