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Journal : Jurnal Indonesia Sosial Teknologi

Analisis Sifat Kandungan Kimia Dan Penggunaan Material Lokal Kinang Jingkion Sebagai Agregat Kasar Terhadap Karakteristik Campuran Laston (AC) WC Di Kabupaten Yalimo Ferdinand Putera Safanpo, Herman; Bahtiar, Bahtiar; B. J. Rusmanta, Yohanes; Rante, Harmonis; Safanpo, Apolo; Manalu, Janviter
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 4 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i4.930

Abstract

This study aims to analyze the nature of chemical content, analyze abrasion value and optimum asphalt content using local Kinang Jingkion as road pavement material. In this study, XRF and XRD testing methods were used to determine the chemical content of Kinang Jingkion local material, then testing the characteristics of rough aggregate to determine the abrasion value, testing fine aggregate characteristics, and testing asphalt pen 60/70 and marshall test to determine the optimum asphalt content (KAO). The tests obtained the results of comparative data analysis between laboratory tests and literature standards that meet the eligibility requirements. The results showed that: First, the results of XRF and XRD analysis on Wilihingke samples, 0.15 mm granules, 2.36 mm granules, and Kinang Holuwon found that all chemical elements contained in the four samples were solid metal inorganic chemical elements. The results of this analysis prove that the four samples, which are fine aggregates and coarse aggregates, do not contain organic substances. Where the results of this analysis are by the requirements of aggregates which are one of the components in the concrete mixture, where the aggregates used must meet certain conditions, one of which must not contain excess organic matter because it can undergo decay by bacteria using dissolved oxygen; Second, from the test results obtained, the aggregate wear value (abrasion) was 32.69%; Third, based on the test results, the value of the Marshall parameter with Optimum Asphalt Content (KAO) obtained a value of 6.125%.
Maintenance Strategy for the Muliama-Wa2e-Makki Road Section in Jayawijaya Regency, Papua Province, Highlands Komba, Elias; Bahtiar, Bahtiar; Rante, Harmonis; Mujiati, Mujiati; Ana Rusim, Dewi
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 3 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i3.964

Abstract

In Jayawijaya Regency, there are several prioritized road sections, including national, provincial, and district roads. The Muliama-Wame-Makki road section is classified as a provincial road serving as an alternative route, with a total length of 22 kilometers connecting Jayawijaya Regency and Lanni Jaya Regency. The traffic on this road is quite heavy with a diverse composition (Mixed Traffic). An analysis using the Pavement Condition Index (PCI) was conducted based on field survey data, including measurements of the extent, types, and quantities of surface damage per 200 meters along each road segment. The types of damage observed on the Muliama-Wame-Makki road section include patching, longitudinal cracks, alligator cracking, and pavement subsidence, with a total damage percentage of 1.684%. The maintenance strategy is determined based on the PCI calculation and Bina Marga method, suggesting that routine maintenance is sufficient for addressing the observed issues.
Analysis of Kinang Jingkion Material as Road Subbase Layer Using Soil Cement Method Andrew Kristio Kandai, Rio; Bahtiar, Bahtiar; Rusmanta, Yohanes B. J.; Rante, Harmonis; Safanpo, Apolo; Manalu, Janviter
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 4 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i4.1016

Abstract

This research aims to analyze the California Bearing Ratio (CBR) and Unconfined Compressive Strength Test (UCS) values as road foundation layers using local materials, namely Kinang Jingkion. The soil and Kinang Jingkion materials for the study were taken from the Apalapsili quarry in Yalimo Regency. Additionally, the additive or soil stabilizer used was matos obtained from the testing of soil characteristics, including sieve analysis or gradation, Standard Proctor Test for light density, and liquid limit test. After testing, it was found that the soil from the Apalapsili quarry is granular soil and can be categorized as A-1-a according to SNI 03-6797-2002. Subsequent testing involved CBR and UCS testing on Mix Designs made of soil and cement with concentrations of 4%, 6%, and 8%. Next, additional Mix Designs were created with compositions of Kinang Jingkion, soil, cement at 4%, 6%, and 8%. Further Mix Designs included compositions of Kinang Jingkion, soil, matos at 2%, and cement at 4%, 6%, and 8%. From the UCS testing results, Mix Designs with soil and cement concentrations of 4% and 6% did not meet the compressive strength criteria, with compressive strength values of 9.26 Kg/Cm² and 17.4 Kg/Cm² respectively. According to SNI 6887-2012, the compressive strength value after 7 days of immersion should be within 25-35 Kg/Cm², while other Mix Designs met the criteria of SNI 6887-2012. CBR testing also utilized the same Mix Designs, and the highest CBR result was obtained from the Mix Design with compositions of Kinang Jingkion, soil, cement at 8%, and matos at 2%, with a CBR value of 112%. According to the 2018 Revised General Specifications, a CBR value of 112% indicates a Class A Foundation Layer.
Risk Management in the Implementation of the Occupational Safety and Health System (SMK3) in the PLN Maluku and Papua Substation Project Palik, Yunita; Rusim, Dewi Ana; Mujiati, Mujiati; Julison, Bernathius; Bahtiar, Bahtiar; Kurniatullah, Duha Awaluddin
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 8 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i8.1290

Abstract

This research involves several PLN substation projects in the Maluku and Papua regions. The subject of this study consisted of 25 respondents, namely 1 Project Manager, HSE Engineer and project supervisor. The questionnaire that has been given is then analyzed using the severity index method. The results of K3 risk identification on 44 risk variable indicators with high variables are found in the categories of product purchase and control, work safety in SMK3 and monitoring standards. The highest level of K3 risk to cost performance in substation construction projects in Maluku and Papua is the specification of the purchase of goods and services, the verification system of purchased goods and services, emergency planning and recovery, and labour health monitoring. The allocation of K3 risk in substation construction projects in Maluku and Papua is the most allocated risk shared between the owner and the contractor. The most K3 risk response is by holding and partially allocating to the owner by transferring. Recommendations for mitigation of K3 risks in substation construction projects in Maluku and Papua are by preparing procedures for work steps/related documents that are jointly supervised between the owner and owner. Then it is necessary to form an organization related to K3 that will be responsible for emergencies, work accidents and monthly reporting to the local Manpower Office.
The Capacity Evaluation and Storage Strategy of Tami Weir's Sludge Bag for Irrigation Water Demand Winarno, Winarno; Mujiati, Mujiati; Rusim, Dewi Ana; Bahtiar, Bahtiar; Rante, Harmonis
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 11 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i11.7032

Abstract

Tami Weir is one of the weirs that has a vital role in human life. Sandtraps have an essential role in the operation of Tami bending. The objective of the evaluation and strategy for holding the Tami Weir sandtrap for irrigation water needs is to know the capacity of the Tami Weir sandtrap, the operation of the Tami Weir sandtrap, and the performance of the Tami Weir sandtrap. The method and technique for collecting data in this research is that data analysis is carried out after all the data has been collected. The results are adjusted to the purpose of writing and presented as conclusions. The results of this research are the capacity of the sandtrap during the flushing period, namely that a sediment volume of 73,134 m3 was obtained with a flushing time of fourteen (14) days. During deposition in mud pockets, the water speed will increase, and the deposition process will begin to decrease; at that time, the sediment will enter the channel. To overcome this situation, the sandtrap must be drained. The performance of the sandtrap at Tami Dam has decreased, where there is much alluvial sediment. The performance of sandtrap at Tami Weir cannot operate correctly due to the large number of sediment deposits, which are as high as the drain gate's threshold, making hydraulic draining impossible
Landslide potential is reviewed from the characteristics of the physical properties and strong shear of the avalanche material on the Arso-Waris National Road Sander, Alex; Kurniatullah, Duha Awaluddin; Rusim, Dewi Ana; Mujiati, Mujiati; Bahtiar, Bahtiar
Jurnal Indonesia Sosial Teknologi Vol. 5 No. 11 (2024): Jurnal Indonesia Sosial Teknologi
Publisher : Publikasi Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59141/jist.v5i11.7051

Abstract

There are many landslide points on the Arso-Waris National road, so it is necessary to conduct research on the potential for landslides from the physical and shear strength properties. The analysis method uses Slope/W software from GeoStudio, using the Bishop and Fellenius analysis method. The results of the study on 4 points along the Arso-Waris section, showed that with a decrease in the value of the shear strength parameter, both the cohesion value (average decrease of 69.91%) and the value of the shear angle (average decrease of 92.77%) in the reverse analysis resulted in a decrease in the value of the safety factor score by 71.5% (Bishop Method) and 71.11% (Fellenius Method). The value of the smallest (critical) safety factor is 0,498, located at point 4 KM.105+193 in combination loading, by using Fellenius method. Changes in physical properties and shear strength have the potential to reduce safety factor so that there is potential for landslides.
Co-Authors A. Ginong Pratikno A. Tawulo, Megawati Abady, Restu Abd. Rahman Abdain Abdain, Abdain Abdul Aziz Abdul Hamid Abdullah Abdullah Abdullah Al Mamun Acob, Joel Rey Ugsang Ade Haerullah Afandy, Ibnu Agus Abhi Purwoko Agus Indiyanto Ahmad Abdul Ghofar Abdulloh AHMAD, ERWAN Ahzan, Sukainil Aji, Rozan Asyrofi Rakyan Risang Akbar, Muh Al Idrus, S. Ali Jadid Aldian, Hendy Alex Sander Aliansyah, Rafli Alimin Alimin, Alimin Alimuddin, Nurkhaerat Ambo Upe Aminuddin, Muhamad Anak Agung Istri Sri Wiadnyani Andrew Kristio Kandai, Rio Angga Setiawan Angriani, Sri Anita Marwing, Anita Anjarsari, Ela Anoesyirwan Moeins Apriawati, Sina Arief Budiono Aris Doyan Arlovin, Teguh Arniyanti, Arniyanti Ashabul Kahfi, Muhammad Aslan Aslan, Aslan Asma Bio Kimestri Asmu’i, Faishal Asri, Laelatul Asriyana Asriyana, . Aswal Salewangeng AUTA, Tanko Titus Auta, Tanko Titus Titus Auza, Fuji Astuti Ayu, Febri Ayu, Yusmar Yusuf Ayun Sriatmi Ayyubi, Muhktarram B. J. Rusmanta, Yohanes Badrun Badrun Baharuddin Baharuddin Baharuddin, La Ode Bahtiar Baiq Yuni Wahyuningsih Bakri Yusuf, Bakri Balubi, Abdul Muis Baso Hasyim Bernathius Julison Betteng, Ronald Arthur Casman, Casman Chasan Bisri Chomsin S. Widodo Dahlia Hidayati, Dahlia Damsid, Damsid Darazat, Zakiyah Darmun, Darmun Daud, Roni Dewi Anggraini Dewi Kusumaningsih diantama, suarifqi Didik R. Santoso Dirani, Anggelini Cahya Djabir, Muhammad Duha Awaluddin Kurniatullah Dwi Nopriyanto Dwi wahyudiati, Dwi Elthia, Memey Wardani Emiyarti Erlina Erlina Ermayanti Ishak, Ermayanti Ernawati, Wa Ernita, Nevi Ernita, Nevi Faisal Nur, Syukma Ramadhani Faizal Nur, Syukma Rhamadani Fardi, yayu Faresta, Rangga Alif Fathurozak, Fathurozak Fatkhurozak, Fatkhurozak Fatmawati Fatmawati Fatmawati, Fatmawati Fauzi, Asri Fawziah Zahrawati B Ferdinand Putera Safanpo, Herman Findra, Muhammad Nur Gummah, Sifaul Gummah, Syifaul Hafith, Abdul Hairil Adzulyatno Hadini Hakim, Muh. Haidir Hakim, Syamsul Hamdanah Hamdanah Hamka Hamka, Hamka Hammad, Hammad Hamsina Hamsina Handoyo Handoyo Hapipah, Laelatul Hapsari, Rafif Naufi Waskitha Hariki Fitrah Haris Munandar Hasani, Ruslan Haslianti Hasmiati Hasmiati Hasnawati Hasnawati Helfiyanti, Yanis Heniarti, Heniarti Herawaty, Hasmiah Heriansyah Herman, Arfian Alinda Heru Santoso Wahito Nugroho Herwin Herwin, Herwin Hi. Tauhid, Yusri Hidayat, Hapsah Usman Husen, Ica I Putu Suiraoka Ibrahim Ibrahim Ibrahim Ibrahim, Intan Soliha Idrus, Ali Jadid Al Ilahude, Meygi Caesarika Putri Ilham Ilham Imranfahrudi, Imranfahrudi Indasari, Indasari Intening, Retno Vivi Iskandar Muda Iskandar, Safitra Ismail Ismail Ismayani, Lilis Ismoyowati, Tri Wahyuni Jali, Wa jamaluddin hos Jamaluddin, Fitriani Jayadisastra, Yoenita Julison , Bernathius Jumaisa, Jumaisa Junaidi Junaidi Kaddase, Muh. Thayyib Kahfi, Muhammad Ashabul Kaimudin, Sintia Kamri, Syamsul Karnitullah, Duha Awaludin Kasim, Sulpian Sahdatun Khairani, Cut Khasanah, Muthi’atul Khasbulloh, M. Wahab Khumaidi Khumaidi Kianawati, Kianawati Koesmantoro, Hery Komba, Elias Korwa, Frans Denny Kristina, Nurmaya la aso, La Aso La Ode Arsad Sani La Ode Baytul Abidin La Ode Baytul Abidin La Ode Dirman, La Ode La Ode Muhammad Arsal Lalu A. Didik Lalu Ahmad Didik Meiliyadi Lani, Yompi Lanopi, Tamrin Larahidu, Jalmia Lauba, Nurhasia Lawelle, Sjamsu Alam Leo Soemardji Limbong, Anastasia Lukman Hakim Lukman, A Ismail M. Nasir Tamalene Maay, Gedrida Yacoba Mahan, Fitris Mahmud, Wa Ode Defina Maimun Maimun Manalu, Janviter Mas'ud, Abdu Mas’ud, Abdu Masri, Subekti Maulita, Cut Eliza Melati, Nimsi Mendra, Yogi Swara Putra Muchran, Muchriady Mudjiati, Mudjiati Muh. Iqbal Muh. Nurul Haq Amaluddin Muhammad Fajar Purnama Muhammad Fajar Purnama Muhammad Ikhsan Muhammad Kamil Muhammad Sadat Hamzah Muhammad, Yuyun Muhana, Muriyana Muhtar, Yeyen Pratiwi Mujahid Mujahid, Mujahid Mujiati Mujiati Mujiati Mujiati Muliyadi, Lalu Munadi, La Ode Muh. Munsir, Munsir Musanni Musanni, Musanni Mustari Mustari Mustofa, Hisbulloh Als Mutmainnah, Asri Ainun Najamuddin Najamuddin, Najamuddin Nasir Tamalene, M Natsir Sandiah Ningsi Saibi, Ningsi Nur'aini, Nur'aini Nur, Syukma Nur, Syukma Rhamadani Faizal Nurfarida, Nurfarida Nurgayah, Wa Nurhayati Nurhayati Nurjazuli Nurjazuli Nurlaila Fitriani Nurul Yakin P., Hermawati. Padlun, Sri Palik, Yunita Paseleng, Roastika Salenda Patadjai, Andi Besse Peribadi, Peribadi Pineda, Chester Ian S. Pobi, Wiyana Pradana, Anung Ahadi Purnama, Muhammad Purwoko, Agus Abi Putri, Anindyaningrum Zainal Putu Nara Kusuma Prasanjaya Qusaeri, Muammar Afif Al Rading, Astira Ragu Harming Kristina Rahayu, Teta Puji Rahman Rahman Rahmatullah, Rizka Rahmayanti, Indra Rahmi Novalita Ramadania, Riska Ramadhan Ramadhan Rante, Harmonis RASNI, RASNI Rasyid, Magfirah Ratna Supiyah, Ratna Regina, Dea Tri Ridha, Arif Ridwan, Harnina Risfandi Riska Eka Putri, Riska Eka Roidatuljanah, Umiyati Romadhoni, Buyung Rony, Zahara Tussoleha Rosniar Rosniar, Rosniar Rumagit, Mexan Andry Ruminem, Ruminem Rusim, Dewi Ana Rusmanta, Yohanes B. J. Sabar, Mesrawaty Sabila, Nurul Hakiki Sabiro, Dadang Safanpo, Apolo Safilu Safilu Salahuddin Salahuddin Salewangen, Aswal Salman Alfarisi Salwiyah Samsugito, Iwan Sanglar Polnok, Sanglar Saputri, Wiwi Sari, Nindia Wulan Sari, Yekti Nila Sarpin Sarpin, Sarpin SATRIYAS ILYAS Seri Murni Shalehah, Mar’atus Sholichin Sholichin, Sholichin Sihaloho, Roy Chandra Slamet Hariyadi Sonata, Eviana Sonata, Ilham St. Rukaiyah SUGENG SUROSO, SUGENG Suhartina Suhartina, Suhartina Suharty Roslan, Suharty SUHIRMAN SUHIRMAN Sukran, Sukran Sukriyadi, Sukriyadi Sulsalman Moita, Sulsalman Sumarni M. Sunarto Sunarto Suparji Suparji Suparman Suparman Suranti, Ni Made Yeni Surtinah, N. Susilawati, Susilawati Suwarjoyowirayatno, Suwarjoyowirayatno Suyuti, Nasruddin Syafrizal Syafrizal Syahrianti Syam, Syahrianti Syahrun, Syahrun Syamsul Bahri Tadzkirah, Tadzkirah Taher, Dharmawaty M Taher, Dharmawaty M. TAKDIR SAILI Takdir Takdir, Takdir Tala, W.D. Syarni Tala, WD. Syarni Tanzil Tanzil, Tanzil Taslim D. Nur, Taslim D. Taula, Taula Tawulo, Megawati A. Tri Ayu Lestari Natsir Trisnawati, Ria Tsauri, Ahmad Sufyan Tunda, Amin Tuwu, Darmin Umi Salamah Usmar Usmar, Usmar Veriyallia, Vera Wahab, Julfadli Wahid, Karmila Wahyudi, Farizal Wahyuni Husain, Wahyuni Wahyuni, Ungki Wandan, Hendra Sakti Muslimin Ali Wandi Wandi Wandi, Wandi Wanimbo, Yaro Wartono, Tono Wenten, I Ketut Wiadnyana, Gede Widana, I Dewa Ketut Kerta Widyawati Widyawati Wiliyanto, Wiliyanto Winarno Winarno Windi Mudriadi Yacub, Andi Yoyon Supriadi Yudi Yulius Yumima Sinyo Yuni Lestari Yusmar Yusuf Zalpiana, Zalpiana Zulkarnaen Zulkarnaen Zulkifli Ahmad