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Penggunaan Abu Sekam Padi Sebagai Bahan Pengisi (Filler) Dalam Campuran Aspal Jenis AC-WC Dengan Pengujian Marshall Nopriwanda Syahputra; Alfian Malik; Mardani Sebayang
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 6 (2019): Edisi 1 Januari s/d Juni 2019
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

In a pavement mixture, filler has a significant effect because its functions as a cavity filler in the mixture. The fillers commonly used are Portland cement, stone ash or fly ash which are relatively expensive. Therefore it is necessary to use alternative filler removal materials but not reduce the quality of the pavement mixture. In this study, the filler used was waste burning rice husk ash because it has a high silica content which is almost the same as Portland cement. The purpose of this study was to determine the effect of using rice husk ash filler in a mixture of AC-WC asphalt types. In this study the optimum asphalt content determination was carried out at asphalt levels 5%, 5.5%, 6%, 6.5% and 7%. The proportion of rice husk ash used were 0%, 2%, 4%, 6% and 8%. The specifications used follow the Bina Marga 2010 Revision 3 standard with the Marshall method. The results of this study indicate that the AC-WC mixture using rice husk ash filler has better stability than not using rice husk ash filler. The highest stability value is found at 6% filler level which is equal to 1701.00 kg. The recommended level of rice husk ash for AC-WC mixture that is according to specifications is 6% because it has a better value of stability, flow, VIM, VMA, VFA, MQ.Keywords: Rice husk ash, Filler, AC-WC, Bina Marga Specification 2010 Revision 3
Evaluasi Risiko Keterlambatan Pekerjaan Pembangunan Apron Baru Bandara Sultan Syarif Kasim II, Pekanbaru Syifa Yulita; Ari Sandhyavitri; Alfian Malik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Implementation of the project of New Apron Development Workshop of Sultan Syarif Kasim II Airport, Pekanbaru from initial observations of previous authors poses a risk during the construction period of unpredictable events by civil engineer is a force majure condition such as unpredictable volume during interim planning The time set does not include unexpected or over volume work. The delay that occurred in the project of Advanced Construction Work of New Apron Sultan Syarif Kasim II Airport, Pekanbaru on the field is 228 days (planned for 322 days but the realization in field 550 days). This resulted in the late apron at the SSK airport to be usable. However, by carrying out risk analysis, mitigation and control procedure obtained the following results: for the probability of 80% delay in execution time to 68 days. Reduction time delay reaches 70%. Implementation of risk management can control the project risk systematically.Keyword: Risk analysis, delay, project, probability.
Pengaruh Penambahan Aspal Penetrasi 60/70 Dan Cairan Anti Rayap Terhadap Kinerja Perkerasan Daur Ulang AC-WC M. Khoirun Rizal; Alfian Malik; Mardani Sebayang
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 6 (2019): Edisi 1 Januari s/d Juni 2019
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Asphalt and termite liquid are fluxing materials that can increase the strength of recycled asphalt pavement. This research reuses recycled materials to save on the use of asphalt and aggregate. The purpose of the study was to determine the Marshall characteristics of a mixture of worn-out asphalt concrete (AC-WC) on asphalt rejuvenation and termite antiliquid. This study used a mixture of each asphalt and anti-termite fluxing material with variations of 0.5%, 1%, 1.5%, and 2%. The research standard used the Marshall method according to the Bina Marga Specifications 2010 revision 3. Test results on asphalt-added material VMA, VFA values, stability and MQ have met specifications, VIM values are only at 1% variation with an average value of 3.67% that meets specifications, while the flow value does not meet the specifications and is too large with the highest value of 7.53%. The results of the anti-termite liquid additive test results are based on average values, only in 1% added ingredients that meet specifications based on Marshall Characteristics. VMA, VFA and Stability values of all variations have met the specifications and value of flow, VIM in variations of 0.5%, 1.5%, and 2% does not meet specifications while the MQ value is only for 0.5% added material does not meet Bina Marga 2010 specifications revision 3. The optimum level of added ingredients contains anti termite fluids with a variation of 1.4%, this variation is the mixture that is best used based on Bina Marga specifications 2010 revision 3. Keywords: Asphalt, termite liquid, AC-WC, Bina Marga Specifications 2010 Revision 3
Durabilitas Lapisan Asphalt Concrete-Wearing Course (AC-WC) Dengan Menggunakan Abu Terbang Sebagai Bahan Pengisi Di Lingkungan Air Gambut Muhammad Akbar; Alfian Malik; Mardani Sebayang
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 6 (2019): Edisi 2 Juli s/d Desember 2019
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In the road pavement mixture, filler has a significant effect because it functions as a cavity filler. One of the filler that is commonly used is fly ash. Fly ash is a coal combustion waste that can be utilized and has a high silica content so as to improve the quality of the road pavement mixture. The purpose of this study is to determine the durability of the AC-WC layer using fly ash fillers in peat water environments. The proportion of fly ash used was 0%, 2%, 4%, 6% and 8%, each variation of fly ash was immersed for 0.5 hours, 24 hours, 48 hours, 72 hours, and 96 hours in peat water. The specification used follows the 2018 Bina Marga standard using the Marshall method. The results show that the AC-WC mixture submerged in peat water would experience a decrease in the value of stability and durability of the mixture. The highest stability value is 1308.08 kg at 0.5 hour immersion, while the lowest stability value at 96 hours immersion is 927.42 kg. However, the use of fly ash as filler will increase the stability and mixture values. The highest stability value for the AC-WC mixture is 1308.80 kg at 6% fly ash variation. This is caused by fly ash being able to maintain stability and durability when submerged in peat water. The optimum variation of fly ash filler which can be added to the AC-WC mixture is 6% of the total weight of the aggregate. This value is based on a high stability value compared to other variations of 1308.80 kg. As for the RSI value, the AC-WC mixture is able to withstand damage up to 48 hours which is equal to 90.07%Keywords: Fly ash, Filler, AC-WC, durability
Pengaruh Penggunaan Agregat Batu Gunung Pada Campuran Modifikasi Aspal Dan Oil Sludge Jenis Lataston Terhadap Karakteristik Marshall Ben Sejahtera; Alfian Malik; Mardani Sebayang
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 6 (2019): Edisi 1 Januari s/d Juni 2019
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Oil sludge is the result of the last distilation and deposition of petroleum. Oil sludge containing chemical compounds and heavy metals that are harmful to the environment. The management of oil sludge waste that is justified by regulation is by utilizing it into a construction product. This experiment aims to determine the effect of agregate replacement on a mixture of modified asphalt type Hot Roll Sheet – Wearing Course (HRS – WC) and maximum levels of oil sludge that can be used in mixture. In this study, the agregate constituents used mountain rock agregate with variations of oil sludge 2%, 4%, 6%, 8% of asphalt weight. Replacement of constituent aggregates causes an increase in the value of density, VMA, and mixture stability. Effect is caused by good aggregate. Based on Marshall characteristic, replacement agregate increase stability and void in mineral agregate (VMA) value also decrease optimum asphalt content.Keywords: oil sludge, modified asphalt, HRS – WC, Marshall characteristic
Evaluasi Risiko Keterlambatan Pada Proyek Konstruksi Pembangkit Listrik Tenaga Uap (PLTU) Tembilahan Riya Nisa Putri; Ari Sandhyavitri; Alfian Malik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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The implementation of construction projects often mismatch between the planning schedule and the realization at site like Coal Fired Steam Power Plant Project (PLTU) in Tembilahan which is 186 days delay (209 days plan but realization in 395 days). This resulted in the overdue of the Tembilahan power plant to operate, but by the implementation of Risk Analysis, Risk Mitigation and Control obtained the following results: for 80% probability there was a decrease in the implementation time delay to 32 days. Implementation of risk management can control project risk systematically.Keywords: Risk Analysis,Delay, Project, Probability
Evaluasi Harga Tarif Tol Berdasarkan Analisis Kelayakan Finansial (Studi Kasus: Jalan Tol Medan-Binjai) Galuh Rahmadyarto; Ari Sandhyavitri; Alfian Malik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 5 (2018): Edisi 2 Juli s/d Desember 2018
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Initial tariff rates are generally based on financial calculations so that the initial tariff determination can be more than willingness or ability to pay from potential toll users. Economic analysis used in this research is the cost savings of vehicle operation, and time value saving. While the financial feasibility analysis is NPV, BCR, IRR, payback period and sensitivity analysis to the change of toll rate start. The result of financial analysis with the preliminary toll tariff is Rp 981.00 and the interest rate of 6.78%, these value indicates that the evaluation of the Medan-Binjai toll road tariff is financially feasible. While the sensitivity analysis result on toll tariff states that not all the toll tariff used in Medan-Binjai road tariff is financially feasible. Keywords : evaluation, tariff, highway, vehicle cost operating, finance, sensitivity analysis
Kajian Pemanfaatan Limbah Faba (Fly Ash Dan Bottom Ash) Pada Konstruksi Lapisan Permukaan Jalan (Top Layer) Vira Afrilla; Alfian Malik; Mardani Sebayang
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 8 (2021): Edisi 1 Januari s/d Juni 2021
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Asphalt is one of the materials used in road construction, this material was chosen because it can produce flexible, safe and comfortable pavement. One of the functions of adding fillers is to minimize the use of asphalt base materials, where this filler has a significant effect because it functions as a cavity filler. The filler used is factory waste, namely fly ash and bottom ash. Fly ash is the residue from burning coal in power plants. Bottom Ash as well as fly ash is the result of burning coal, the ash that is produced when burning coal that settles. The purpose of this study was to determine the effect of using FABA waste (fly ash and bottom ash) on the quality of the road surface construction layer (top layer). The proportions of fly ash and bottom ash used are 2%, 4%, 6%, 8% and 10% of the total weight mixture of the mixture where each variation of fly ash is 55%: 45% bottom ash. Marshall characteristic test results show that the addition of fly ash and bottom ash to the AC-WC mixture can increase the value of stability and the of void filled with asphalt (VFA) and can reduce the value of void in the mixture (VIM) with certain filler levels according to the tests that have been carried out which can be used in the field, namely variation 2 %, 4%, 6% and 8%. The optimum variation of fly ash and bottom that can be added to AC-WC mixture 2% of the total aggregate weight. This value is based on the high stability value compared to other variations is 1654,74 kg. Keywords: AC-WC, Bottom Ash, Filler, Fly Ash, Top Layer.
Pemanfaatan Limbah Oil Sludge Untuk Campuran Beraspal Jenis Laston Pengikat (AC-BC) Dengan Pengujian Marshall) Trivia Ariska; Gunawan Wibisono; Alfian Malik
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 4, No 2 (2017): Wisuda Oktober Tahun 2017
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Petroleum industry has an important role in supplying fuel necessaries. In process to produce pretoleum crude oil into various of petroleum based products also emerged waste products includesolids, liquids and gases. Solid waste products which found from poduction activities of the industry produce called Oil Sludge. Oil sludge is categorized as hazardous and toxic waste (B3) because the characteristic and the concentration can contaminate the environment. This research aims to investigate the potential of oil sludge as a partial replacement of asphalt in Asphalt Concrete -Binder Course (AC-BC). In this study the variation of oil sludge addition was 0%, 4%, 6% and 8% of the weight of asphalt. The addition of oil sludge decreased the optimum asphalt content (OAC) and increased the unit weight of the asphalt concrete mixture. This is caused by the fine grains contained in the oil sludge. Based on the Marshall characteristics test results, the maximum allowable content of oil sludge that could be used was 4% with 6.65% of OAC and 948,03 kg of average stability value which satisfied the specifications of Bina Marga 2010 Revision 3.Keyword : oil sludge, asphalt concrete, AC-BC, marshall, Specification of Bina Marga 2010 Revision 3
Pengaruh Pemanfaatan Abu Kulit Kerang Sebagai Filler Terhadap Stabilitas Campuran AC-WC Febri Paramitha Ramadhani; Alfian Malik; Gunawan Wibisono
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 1 Januari s/d Juni 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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In the highway pavement, fillers have the smallest parts if be compared to coarse and fine aggregates. Fillers that commonly used are Portland cement, limestone, stone ash and fly ash which is relatively expensive. Therefore, there is a need for research by using other alternative materials such as shellfish ash (AKK) which is one of the waste materials that have similar characteristics to cement. The purpose of this study was to test the performance of clamshell ash fillers in AC-WC mixtures that eligible Marshall requirements based on Bina Marga Specification 2010 Revision 3 method using shellfish ash used as fillers in ACWC mixtures. The type of bitumen used in this study is asphalt with penetration of 60/70. In this study, the filler proportion used were 0%, 2%, 4%, and 6% of the total weight of the aggregate mixture. Tests were carried out by using the Marshall test with a variety of treatment periods of 1 day, 4 days, 7 days and 28 days of immersion at 600C temperature. The results showed that Marshall durability with variations in the addition of shellfish ash by 2% with optimum bitumen content 6.3%, has the lowest durability value of 12,95%. While the variation of the addition of shellfish ash by 2% with optimum bitumen content 6.3%, has the highest durability value of 25,28%. This mixture is more resistant to the effects of water on the immersion process. Keywords: Shell ash, AC-WC, Bina Marga Specification 2010 Revision 3, durability
Co-Authors Abdul Rauf Ahmad Fajriman Andi Asri Permatasari Angelica Tinambunan Ardi Wiranata Hutasoit Ari Sandhyavitri Aris Febrian Arya Wiranata As'adah, Umi Bahruddin Ben Sejahtera Benny Hamdi Rhoma Putra Bochari - Elianora - Eri Malindo Ermiyati Ermiyati Fadhlurrahman, Fadhlurrahman Fakhri Fakhri Fakhri Fakhri Fandy Agisman Febri Paramitha Ramadhani Febrian, Aris Ferry Fatnanta Florence Agustina Samosir Galuh Rahmadyarto Gunawan Wibisono Gunawan Wibisono Guspi, Guspi Gussyafri Hanifah, Khusnul Harpian Surya Hidayati, Ermi Horas Saut Maringan Marpaung Horas Saut MM Husaini, M. Fahri Hutasoit, Ardi Wiranata Joleha, Joleha Khairil Badry Khofifah, Ulin Ni'matul Liya Prihatini Lubis, Shakila Fuadah M. Fajar Anwika M. Khoirun Rizal Mardani Sebayang Maulidi, M Aldi Melati, Septiyan Tri Mirza, Febtrinal Monita Olivia Moulana Rizaldi Muhammad Akbar Muhammad Ikhsan Muhammad Shalahuddin Nopriwanda Syahputra Novan, Andre Nurdin Nurdin Nurdin Nurdin Pedia Aldy Permatasari, Andi Asri Prasetyo, Virga Febri Pratama, Lingga Putra Puspitasari, Tasia Rizky Putra, Gia Nugraha Putra, Muhammad Oki Pirdana Putra, Muhammad Rifal Fan Putri, Eva Adelia Rahmi Afifi Rahmi Afifi Ramadini Febrina Rian Trikomara Iriana Riya Nisa Putri Rizqy Ridho Prakasa Robby Kumar Robby Kumar Ryan Tri Komara Safridatul Audah Saputri, Rita Mayang Sari, Linda Kurnia Subeqi B.P, Reza Galih Suci Cahya Ferdilla Suilman, M. Jejen Suprasman Suprasman Syauki, Ilham Ahmad Syauki, Ilham Ahmad Syifa Yulita Taqiyuddin, Utsman Tengku Syahilla Indriyati Trivia Ariska Vira Afrilla Wahyuni, Melli Dwi Wandira, Candra Ade Erna Wardhana, Dheo Widya Rahayu Ning Tyas, Zuhriana Wulandari, Nur Siyam Yolanda Anggraini Yosi Alwinda Yosi Alwinda Yosi Alwinda, Yosi Zal, Ismi Harry ZULKIFLI ZULKIFLI