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Pengaruh Limbah Plastik Sebagai Bahan Tambah Pengikat Aspal Terhadap Kekuatan Campuran Asphalt Cocrete-Binder Course (AC-BC) Novendra, Muhammad Rafly; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 4 (2023): Edisi Desember 2023
Publisher : Jurnal Rekayasa Sipil dan Desain

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Asphalt can be modified using polymers which are classified into four main groups, namely: elastomers, thermoplastics, plastomers and reactive polymers. When polymers are added to the mixture it can increase the strength to a higher level. The purpose of this research is to determine the effect of adding Polyethylene Terephthalate (PET) plastic waste to the Asphalt Concrete-Binder Course (AC-BC) mixture on marshall characteristics which refer to the 2018 Bina Marga specifications. The addition of plastic to the mixture is carried out using a wet method, namely by Add plastic to hot asphalt then mix until homogeneous so that the asphalt and plastic are mixed thoroughly. Marshall characteristics consist of Void in Mix (VIM), Void Mineral Aggregate (VMA), Void Filled Asphalt (VFA), stability, meltability (Flow), and Marshall Quotient (MQ). When adding Polyethylene Terephthalate (PET) plastic with levels of 1%, 2%, 3%, 4% and 5%, the Optimum Asphalt Content (KAO) obtained was 5.68%; 5.56%; 5.45%; 5.35%; and 5.28%. From marshall testing, the addition of Polyethylene Terephthalate (PET) will improve several marshall characteristics, including stability, VIM, VMA, and MQ. The flow and VFA values decreased. Key words : AC-BC, PET, marshall test, Bina Marga 2018 specificationsAspal dapat dimodifikasi dengan menggunakan polimer yang diklasifikasikan menjadi empat kelompok utama, yaitu: elastomer, termoplastik, plastomer, dan polimer reaktif. Ketika polimer ditambahkan ke campuran dapat meningkatkan kekuatan yang lebih tinggi. Tujuan dilakukannya penelitian ini adalah untuk mengetahui pengaruh penambahan limbah plastik Polyethylene Terephthalate (PET) pada campuran Asphalt Concrete-Binder Course (AC-BC) terhadap karakteristik marshall yang mengacu pada spesifikasi Bina Marga tahun 2018. Penambahan plastik kedalam campuran dilakukan dengan cara basah yaitu dengan menambahakan plastik kedalam aspal panas lalu dicampur hingga homogen agar aspal dan plastik tercampur dengan menyeluruh. Karakteristik marshall terdiri dari Void in Mix (VIM), Void Mineral Aggregate (VMA), Void Filled Asphalt (VFA), stabilitas, kelelehan (Flow), dan Marshall Quotient (MQ).  Pada penambahan plastik Polyethylene Terephthalate (PET) dengan kadar 1%, 2%, 3%, 4%, dan 5% Kadar Aspal Optimum (KAO) yang didapat ialah 5,68%; 5,56%; 5,45%; 5,35%; dan 5,28%. Dari pengujian marshall, penambahan Polyethylene Terephthalate (PET) akan meningkatkan beberapa karakteristik marshall antara lain stabilitas, VIM, VMA, dan MQ. Untuk nilai flow dan VFA mengalami penurunan. Kata kunci : AC-BC, PET, pengujian marshall, spesifikasi Bina Marga 2018.
Karakteristik Pengguna Sepeda Di Kota Bandar Lampung Abdilah, Muhammad Mashardi; Putra, Sasana; Sulistyorini, Rahayu; Purba, Aleksander
Jurnal Rekayasa Sipil dan Desain Vol 11, No 3 (2023): Edisi September 2023
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AbstractBicycles are an alternative mode that is environmentally friendly as a means of transportation that can replace motorized vehicles in an effort to reduce the impact of global warming (Mulyadi and Prawira, 2011). In addition, bicycles are also more economical because bicycles are non-motorized transportation, which means that bicycles require human power and do not require fuel such as gasoline. In this study, primary data was obtained by conducting questionnaires and observing. The questionnaire is a number of questions made by researchers and submitted to bicycle users in the city of Bandar Lampung as respondents. The researcher will give several questions to the bicycle users, then the results of the answers from the respondents will be attached to the questionnaire sheet. Results The questions and statements of the respondents aim to find out about the characteristics of cyclists in the city of Bandar Lampung. Key words : Bicycles, (non-motorized transportation), characteristics . AbstrakSepeda merupakan moda alternatif yang ramah lingkungan sebagai alat transportasi yang dapat menggantikan kendaraan bermotor dalam upaya untuk mengurangi dampak pemanasan global (Mulyadi dan Prawira, 2011). Selain itu sepeda juga lebih ekonomis karena sepeda termasuk transportasi tidak bermotor (Non-Motorized transportation) yang berarti sepeda memerlukan tenaga manusia dan tidak memerlukan bahan bakar seperti bensin. Pada penelitian ini data primer didapatkan dengan cara melakukan kuesioner dan observasi. Kuesioner adalah sejumlah pertanyaan yang dibuat oleh peneliti dan diajukan kepada para pengguna sepeda di Kota Bandar Lampung sebagai responden. Peneliti akan memberikan beberapa pertanyaan kepada para pengguna sepeda, kemudian hasil jawaban dari para responden tersebut akan peneliti lampirkan pada lembar kuisioner. Hasil Pertanyaan serta pernyataan para responden bertujuan untuk mengetahui mengenai karakteristik para pengguna sepeda di kota Bandar Lampung. Kata kunci : Sepeda, Transportasi tidak bermotor (Non-Motorized transportation), Karakteristik.
Karakteristik Campuran Aspal Porus Dengan Limbah Plastik Polietilena Tereftalat (PET) Sebagai Bahan Tambah Pada Aspal Arif, Muhammad Isfan; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
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Plastic waste, which is one of the biggest environmental pollutants, can open up opportunities to be utilized in the field of highway construction because it is easy to obtain and has a more economical price as a porous asphalt mixture. Referring to this, a research was carried out on the characteristics of a mixture of porous asphalt with polyethylene terephthalate (PET) plastic waste as an additive to asphalt. The purpose of this study was to determine the effect of the use of PET plastic waste on the characteristics of porous asphalt mixtures. The method used is a laboratory scale experimental method based on 3 types of testing, namely marshall, cantabro loss and asphalt flow down. The gradation in this study used the open graded Australian Asphalt Pavement Association (AAPA) 2004. The test results showed that the addition of PET could improve the performance of porous asphalt mixtures. Stability, density, MQ, and VFA values increase with the addition of PET content so that they can prevent fractures due to traffic loads. The decrease in the cantabro loss value makes the mixture's resistance to disintegration better. addition of PET content up to 7.5% can reduce the flow value so that the mixture has optimal flexibility. However, the recommended PET content should be below 5% because in this study the penetration and ductility values did not meet the general specifications for 2018 Highways.
Pengaruh PET Sebagai Bahan Tambah Aspal Terhadap Nilai Kekuatan Sisa Campuran Asphalt Concrete-Binder Course (AC-BC) Wibisono, Andryan; Putra, Sasana; Junaedi, Tas'an; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 4 (2023): Edisi Desember 2023
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Road damage often occurs due to excessive volume of heavy vehicles so that vehicle loads cause strain and stress of the pavement layer. One way to improve the quality of asphalt mixtures is by adding PET plastic. Research was conducted to determine the effect of AC-BC mixtures with the addition of PET plastic waste as a binder additive in asphalt on Marshall parameters and Durability of Residual Strength Index. Based on the results of the study, the specific gravity of asphalt increased as the level of PET mixed increased. The penetration value decreases as the PET content increases because the asphalt becomes harder. Ductility decreases as more PET content makes the asphalt more brittle. The softening point value increases as the PET content increases because the wax content in the asphalt increases. In the durability test, the largest IKS value occurred in the mixture of asphalt penetration 60/70 + 4% PET at 94.58%; asphalt penetration 60/70 + 2% PET made an IKS value of 94.00%; asphalt penetration 60/70 + 3% PET made an IKS value of 94.36%; and asphalt penetration 60/70 + 0% PET had the smallest IKS value of 91.58%. All IKS values have met the minimum Bina Marga standard of 90%. Therefore, the greater the percentage of PET mixed, the greater the IKS value.
Karakteristik Arus Lalu Lintas Pada Jalan 2/2 Tidak Terbagi Sari, Yulianti Dewi Manda; Putra, Sasana; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
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The conditions of volume, speed, and density are influenced by the interaction of the driver and the vehicle with the road and the environment. One of the way to understand traffic behavior is by describing it in mathematical and graphical form.Through analysis of the relationship between volume, speed, and density can be known information about the current traffic flow conditions. The Greenshield model is used to represent the mathematical relationship between volume, speed, and density. The purpose of the study to analyze the characteristic relationship on 2/2 roads with an undivided type. Based on the results of calculating the mean speed, the service level of this road is type E. The mean speed in the morning is 28.78 km/hour towards Teluk and 25.44 km/hour towards Tanjung Karang. It concluded that the mean speeds of vehicles at this research location are not according to the Regulation of the Minister of the Republic of Indonesia Number 96 of 2015, where for secondary arterial roads with a service level of at least C, namely 60 km/hour.Based on the analysis of the relationship between traffic characteristics using the Greenshield model obtained (r2) = 0,276.
Pemanfaatan Material Pasir Sebagai Bahan Pengganti Fraksi Agregat Halus Untuk Lapis Pondasi Agregat Kelas A Santoso, Muhammad Bagus; Putra, Sasana; Sulistyorini, Rahayu; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
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The base course material uses mountain stone which is broken up with a stone crusher so that it has a high quality which makes it expensive. In this research we need an alternative material to replace fine aggregate that meets the specification requirements. One of the more affordable resources is sand aggregate. The purpose of this study was to determine the density and comparison of the California Bearing Ratio (CBR) value of the base course using sand as a substitute for fine aggregate. The method used in this research is laboratory scale testing to obtain data on aggregate characteristics, optimum moisture content, and CBR values. The base course aggregate mixture used was 55% coarse aggregate and 45% fine aggregate consisting of a mixture of fine crushed stone and 0%, 10%, and 20% sand substitution. The results showed that the KAO value decreased with the addition of sand aggregate. Laboratory CBR values increased with 0% sand substitution having a CBR value of 99.2%, 10% sand substitution having a CBR value of 90.6%, and 20% sand substitution having a CBR value of 84.1%. Only the laboratory CBR value with sand substitution of 20% does not meet the specifications for base A aggregate, namely a minimum value of 90%.
Pengaruh Penambah Ekstraksi Bubuk Lindi Hitam Terhadap Limbah Aspal Bekas Pakai Talitha, Yolanda Septiani; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 12, No 1 (2024): Edisi Maret 2024
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Jalan yang sering dilalui kendaraan berat, mengakibatkan penuaan aspal yang dapat menurunkan kualitas aspal tersebut. Inovasi yang dilakukan, yaitu memanfaatkan limbah aspal yang termodifikasi dengan ekstraksi bubuk lindi hitam atau lignin. Penelitian ini untuk mengetahui karakteristik pengikat aspal bekas pakai dengan tambahan lignin dengan kadar 0%, 3%, dan 6%. Pengujian reologi aspal meliputi berat jenis, penetrasi, daktilitas, titik lembek, viskositas.Penelitian ini menunjukkan bahwa aspal bersifat sangat kaku dan membutuhkan suhu yang sangat tinggi untuk mencair. Hasilnya terbukti dari titik lembek tertinggi (78,5°C pada kadar lignin 6%), penetrasi terdalam (9,33 mm pada kadar lignin 0%), daktilitas terpendek (4,15 cm pada kadar lignin 6%), nilai viskositas yang mendekati spesifikasi bina marga (3592,205 cSt pada lignin 3%), Kesimpulannya, bahan zat aditif lignin mampu membuat aspal semakin kaku dan keras dan tidak baik untuk bahan peremajaan aspal.
Tinjauan Prioritas Peningkatan Ruas Jalan Kabupaten Pesawaran Dalam Meningkatkan Pengembangan Wilayah Kabupaten Pesawaran Prangesty, Agnes Regina; Putra, Andius Dasa; Ofrial, Siti Anugrah Mulya Putri; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
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Abstract Pesawaran Regency has a strategic value in increasing the regional development of Lampung province. Regional development aims to improve regional welfare by utilizing all available resources so that whole community gets the maximum benefit. There are indicators that can help develop the territory of a district, namely the availability of infrastructure and road network systems in the region. In order to improve road network infrastructure, a method is needed, namely by setting priorities because the large number of road sections in Pesawaran Regency can result in limited time, costs, manpower, and resources in improving the quality of road network infrastructure. In this study, the Analytical Hierarchy Process (AHP) method was used as a determinant of priority order with the criteria used, namely road conditions, accessibility, mobility, public service infrastructure, and regional development. From the results of the calculations and analysis that has been carried out, it is found that the main criteria that determine priorities are road condition criteria (45,52%), in addition there are accessibility criteria (22,06%), mobility criteria (13,64%), public service infrastructure criteria (10,32%), and regional development criteria (8,46%). The order of priority for the improvement of the Pesawaran Regency road sections includes Kubu Batu - Kota Jawa, Pasar Baru - Gunung Sari, Penengahan - Gunung Sari, Kubu Batu - Lubuk Tanah, Tegineneng - Tri Rahayu, Sidodadi - Pringsewu Boundary, Way Harong - Sukamandi, Wiyono - Way Brulu, Wates - Sumber Jaya, Guyuban - Pringsewu Boundary. Key words : Regional Development, Priority, Analytical Hierarchy Process Abstrak Kabupaten Pesawaran memiliki nilai strategis dalam meningkatkan pengembangan wilayah provinsi Lampung. Pengembangan wilayah bertujuan untuk meningkatkan kesejahteraan wilayah dengan memanfaatkan seluruh sumberdaya yang dimiliki agar seluruh masyarakat memperoleh manfaat yang sebesar-besarnya. Terdapat indikator yang dapat membantu pengembangan wilayah suatu kabupaten yaitu ketersediaannya Infrastruktur dan sistem jaringan jalan di wilayah tersebut. Dalam rangka meningkatkan infrastruktur jaringan jalan diperlukan suatu cara yaitu dengan menetapkan prioritas karena banyaknya ruas jalan Kabupaten Pesawaran dapat mengakibatkan adanya keterbatasan waktu, biaya, tenaga, dan sumber daya dalam meningkatkan kualitas seluruh jaringan jalan yang ada. Pada penelitian ini digunakan metode Proses Hierarki Analitik sebagai penentu urutan prioritas dengan kriteria yang digunakan yaitu kriteria kondisi jalan, aksesibilitas, mobilitas, prasarana layanan publik, dan pengembangan wilayah. Dari hasil perhitungan dan analisis yang telah dilaksanakan Dapatkan kriteria utama yang menjadi penentu dalam menetapkan prioritas yaitu kriteria kondisi jalan (45,52%), selain itu kriteria aksesibilitas (22,06%), kriteria mobilitas (13,64%), kriteria prasarana layanan publik (10,32%), dan kriteria pengembangan wilayah (8,46%). Adapun urutan prioritas peningkatan ruas jalan Kabupaten Pesawaran diantaranya ruas Kubu Batu - Kota Jawa, Pasar Baru - Gunung Sari, Penengahan - Gunung Sari, Kubu Batu - Lubuk Tanah, Tegineneng - Tri Rahayu, Sidodadi - Batas Pringsewu, Way Harong - Sukamandi, Wiyono - Way Brulu, Wates - Sumber Jaya, Guyuban - Batas Pringsewu. Kata kunci : Pengembangan Wilayah, Prioritas, Proses Hierarki Analitik
Model Matematis Lalu Llintas Pada Ruas Jalan 4/2 UD Jalan Diponegoro Yoga Kartiwi, Diana Williani; Putra, Sasana; Herianto, Dwi; Sulistyorini, Rahayu
Jurnal Rekayasa Sipil dan Desain Vol 11, No 3 (2023): Edisi September 2023
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Jalan Diponegoro is an undivided 4-lane 2-way road that connects the urban center with residential areas in Bandar Lampung City. The traffic jam that occurs on Jalan Diponegoro when the traffic light is red often causes queues of vehicles, especially during peak hours. The purpose of this study is to determine the pattern of mathematical relationships between speed (S), current (V), and density (D) made using the Greenshiled Model. Based on the EKR headway ratio, the results obtained from the calculation of the Greenshields Model for morning observations Sff = 24.61 km/hour; Dj = 32.16 SKR/km; VM = 197.70 SKR/hour; BC = 12.31 km/hour; and DM = 16.08 SKR/km. Whereas in the afternoon observation, the value of Sff = 29.45 km/hour, Dj = 47.50 SKR/km, VM = 349.74 SKR/hour, SM = 14.72 km/hour, and DM = 23.75 SKR/ km. Keywords : Volume, Speed, Density, Model Greenshield.
Analisis Biaya Kerugian pada Kemacetan Akibat Perlintasan Kereta Api Ditinjau dari Konsumsi Bahan Bakar Minyak Di Kota Bandar Lampung (Studi Kasus : Jalan H. Komarudin) Laksono, Bambang Tri; Sulistyorini, Rahayu; Ofrial, Siti Anughrah Mulya Putri; Herianto, Dwi
Jurnal Rekayasa Sipil dan Desain Vol 11, No 1 (2023): Edisi Maret 2023
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This study aims to determine the value of the loss of fuel consumption in traffic jams due to railroad crossings on Haji Komarudin Street. Some of the data needed to calculate the value of the loss include: traffic volumes, time and vehicle mileage per liter of fuel, traffic jam time, vehicle travel time, annual car sales data and the price of each type of fuel per liter. The results of this study are greatly influenced by the volume of vehicles, traffic jam time and fuel price.For the direction  of Haji Komarudin Street – K.A.Haq Street,  obtained  the value of the loss on the motorcycle of Rp396.254.902 per year, gasoline-powered light vehicles of Rp404.825.040 per year, diesel-fueled light vehicle of Rp27.253.571 per year, heavy vehicle of Rp3.886.377 per year. As for directions K.A.Haq Street – Haji Komarudin Street  losses on motorcycles amounted to Rp256.301.247 per year,   gasoline-powered light vehicles of Rp284.150.353 per year,   diesel- fueled light vehicle of Rp19.151.351 per year and heavy vehicle of Rp2.037.824 per year. Key words: Haji Komarudin Street, loss cost,  fuel consumption, congestion.