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All Journal Media Teknik Sipil Jurnal Dedikasi E-JOURNAL MANAJEMEN FE UNTAD Japanese Literature Semesta Teknika Jurnal Ilmiah Dinamika Rekayasa (DINAREK) Jurnal Bioteknologi & Biosains Indonesia (JBBI) U Karst Civil and Environmental Science Journal (CIVENSE) Media Ilmu Kesehatan JURNAL PENDIDIKAN TAMBUSAI Proceedings of the International Conference on Applied Science and Health Gorontalo Agriculture Technology Journal IKRA-ITH EKONOMIKA Jurnal Rekayasa Hijau JISIP: Jurnal Ilmu Sosial dan Pendidikan Jurnal Kesehatan Ibu dan Anak Jurnal Perawat Indonesia Al-Iqtishadiyah: Ekonomi Syariah dan Hukum Ekonomi Syariah JURNAL BIOEDUCATION MIZAN, Jurnal Ilmu Hukum Darmabakti Cendekia: Journal of Community Service and Engagements Jurnal Vokasi JTIEE (Journal of Teaching in Elementary Education) Dinasti International Journal of Digital Business Management JIIP (Jurnal Ilmiah Ilmu Pendidikan) Jurnal Pembelajaran Pemberdayaan Masyarakat (JP2M) Babali Nursing Research Jurnal Ilmu Manajemen Universitas Tadulako (JIMUT) Jurnal Ilmu Komputer dan Sistem Informasi (JIKOMSI) Medical Scope Journal (MSJ) Bima Abdi: Jurnal Pengabdian Masyarakat Jurnal Pengabdian Masyarakat (ABDIRA) Jurnal Pendidikan Ilmu Pengetahuan Alam (JP-IPA) International Journal of Management Science and Information Technology (IJMSIT) Unnes Journal of Mathematics Pelita Teknologi : Jurnal Ilmiah Informatika, Arsitektur dan Lingkungan Jurnal Borneo Cendekia Jurnal PRIMED:Primary Education Journal atau Jurnal Ke-SD An Jurnal Penyuuhan dan Pemberdayaan Masyarakat (JPPM) Jurnal Pendidikan dan Ilmu Sosial Aurelia: Jurnal Penelitian dan Pengabdian Masyarakat Indonesia Jurnal Redoks : Jurnal Pendidikan Kimia dan Ilmu Kimia Jurnal Pemberdayaan: Publikasi Hasil Pengabdian kepada Masyarakat (JPM ITTC ) Cerdika: Jurnal Ilmiah Indonesia JURNAL PENGABDIAN KEPADA MASYARAKAT (ADI DHARMA) Jurnal Pengabdian Masyarakat Bangsa Jurnal Manajemen dan Pemasaran Digital Karimah Tauhid Applied Environmental Science Asian Journal of Toxicology, Environmental, and Occupational Health Public Health Risk Assesment Journal Journal of Socio-Cultural Sustainability and Resilience GEMBIRA (Pengabdian Kepada Masyarakat) Jurnal Ilmiah Sistem Informasi Health Gate Jurnal Ners dan Kebidanan (Journal of Ners and Midwifery) Jurnal Inovasi Pangan dan Gizi Al-Ijtimā: Jurnal Pengabdian Kepada Masyarakat Journal of Community Service for Health JURNAL KEPERAWATAN Proceeding Mulawarman International Conference on Tropical Public Health Kesmas: Jurnal Kesehatan Masyarakat Nasional (National Public Health Journal) Bhakti Patrika Jurnal Pengabdian Indonesia
Anita Rahmawati
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Journal : Semesta Teknika

 1 
Perbandingan Tebal dan Analisis Kerusakan Perkerasan Lentur Menggunakan Program KENPAVE dan Metode Asphalt Institute Setiawan M, Dian; Rahmawati, Anita; Setiawan, Iwan Bagus
Semesta Teknika Vol 21, No 2 (2018): NOVEMBER 2018
Publisher : Semesta Teknika

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.212216

Abstract

The mechanistic-empirical method is one of the techniques used in the design of pavement thickness. Maospati-Sukomoro Road is the primary access to Magetan City which is traversed by heavy vehicle traffic. This research was conducted with the objective to design the pavement thickness and to analyse the pavement performance against fatigue cracking and rutting. Bina Marga 1987 and AASHTO 1993 were used as the empirical method in this research. The results then investigated with KENPAVE program as the mechanistic method. The calculations showed that the Bina Marga 1987 produce Nd value of 7,52x105 and Nf value of 5,77x1012 whereas the AASHTO 1993 produce Nd value of 2,12x109 and Nf value of 1,42x1011. The result indicated that the designed pavement thickness based on the Bina Marga 1987 method is unable to serve the planned traffic load and will be damaged if there is no immediate maintenance work. In another side, the designed pavement thickness based on the AASHTO 1993 method is capable of serving the planned traffic load.
Database Perlintasan Sebidang di JPL 349 dan JPL 350 Menggunakan Software CarryMap Adly, Emil; Widodo, Wahyu; Rahmawati, Anita; Pangestu, M. Ivan Mareza
Semesta Teknika Vol 23, No 2 (2020): NOVEMBER 2020
Publisher : Semesta Teknika

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

 Perlintasan sebidang merupakan jalur 0pertemuan antaraa jalan raya dan jalur kereta api. Pada umumnya banyak terdapat perlintasan sebidang yang tidak memenuhi kriteria teknis dalam menjamin keselamatan pengguna jalan dan kereta api. Permasalahan tersebut bisa menimbulkan kerawanaan terhadap kecelakaan, panjangnya antrian, serta tundaan-tundaan di sisi penguna infrastruktur jalan. Tujuan dan metode penelitian ini adalah untuk menganalisis dan mengevaluasi kinerja ruas jalan berupa tundaan dan panjang antrian menggunakan software VISSIM, memberikan rekomendasi skenario terhadap perlintasan sebidang eksisting menggunakan metode Analytical Hierarchy Process (AHP) dan membuat database yang bisa diakses menggunakan smartphone menggunakan CarryMap. Lokasi penelitian ini adalah pada  Jalan Timoho JPL 349 KM 163+758 dan Jalano Mojo JPL 350 KM 164+536. Setelah dilakukan analisis didapatkan hasil tundaan dan panjang antrian rata-rata terbesar terjadi pada Jalan Timoho. Pada JPL 350 mendapatkan rekomendasi ditutup setelah ada penanganan dan alternatif skenarionya yaitu melengkapi kelengkapan fasilitas infrastruktur perlintasan sebidang atau pengalihan arus lalu lintas ke Jalan Timoho, sedangkan JPL 349 mendapatkan rekomendasi ditutup setelah ada penanganan dan alternatif skenarionya yaitu melengkapi kelengkapan fasilitas infrastruktur perlintasan sebidang atau penaikan status menjadi perlintasan tidak sebidang. CarryMap berisi input data berupa seluruh database yaitu informasi status jalan, koordinat, foto eksising, fasilitas infrastruktur, volume lalulintas, tundaan, panjang antrian serta rekomendasi.A level crossing is a meeting point between the highway and the railroad line. In general, many level crossings do not meet the technical criteria in ensuring the safety of road and railroad users. These problems can cause vulnerability to accidents, long queues, and delays on the side of road infrastructure users. The objectives and methods of this research are to analyze and evaluate the performance of roads in the form of delays and queues, provide scenario recommendations for existing level crossing using the Analytical Hierarchy Process (AHP) method, and create a database that can be accessed using a smartphone using CarryMap. The location of this research was conducted on Jalan Timoho JPL 349 KM 163 + 758 and Jalan Mojo JPL 350 KM 164 + 536. After doing the analysis, it was found that the biggest average delay and queue length occurred at Jalan Timoho. JPL 350 received a recommendation to close after handling and alternative scenarios, namely completing the completeness of level crossing infrastructure facilities or diverting traffic flow to Jalan Timoho, while JPL 349 received a recommendation to close after handling and alternative scenarios, namely completing the completeness of level crossing infrastructure facilities or upgrading the status be a crossing not level. CarryMap contains input data in the form of the entire database, namely information on road status, coordinates, photo exposure, infrastructure facilities, traffic volume, delays, queue length, and recommendations. 
Database Perlintasan Sebidang di JPL 349 dan JPL 350 Menggunakan Software CarryMap Adly, Emil; Widodo, Wahyu; Rahmawati, Anita; Pangestu, M. Ivan Mareza
Semesta Teknika Vol 23, No 2 (2020): NOVEMBER 2020
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v23i2.10029

Abstract

 Perlintasan sebidang merupakan jalur 0pertemuan antaraa jalan raya dan jalur kereta api. Pada umumnya banyak terdapat perlintasan sebidang yang tidak memenuhi kriteria teknis dalam menjamin keselamatan pengguna jalan dan kereta api. Permasalahan tersebut bisa menimbulkan kerawanaan terhadap kecelakaan, panjangnya antrian, serta tundaan-tundaan di sisi penguna infrastruktur jalan. Tujuan dan metode penelitian ini adalah untuk menganalisis dan mengevaluasi kinerja ruas jalan berupa tundaan dan panjang antrian menggunakan software VISSIM, memberikan rekomendasi skenario terhadap perlintasan sebidang eksisting menggunakan metode Analytical Hierarchy Process (AHP) dan membuat database yang bisa diakses menggunakan smartphone menggunakan CarryMap. Lokasi penelitian ini adalah pada  Jalan Timoho JPL 349 KM 163+758 dan Jalano Mojo JPL 350 KM 164+536. Setelah dilakukan analisis didapatkan hasil tundaan dan panjang antrian rata-rata terbesar terjadi pada Jalan Timoho. Pada JPL 350 mendapatkan rekomendasi ditutup setelah ada penanganan dan alternatif skenarionya yaitu melengkapi kelengkapan fasilitas infrastruktur perlintasan sebidang atau pengalihan arus lalu lintas ke Jalan Timoho, sedangkan JPL 349 mendapatkan rekomendasi ditutup setelah ada penanganan dan alternatif skenarionya yaitu melengkapi kelengkapan fasilitas infrastruktur perlintasan sebidang atau penaikan status menjadi perlintasan tidak sebidang. CarryMap berisi input data berupa seluruh database yaitu informasi status jalan, koordinat, foto eksising, fasilitas infrastruktur, volume lalulintas, tundaan, panjang antrian serta rekomendasi.A level crossing is a meeting point between the highway and the railroad line. In general, many level crossings do not meet the technical criteria in ensuring the safety of road and railroad users. These problems can cause vulnerability to accidents, long queues, and delays on the side of road infrastructure users. The objectives and methods of this research are to analyze and evaluate the performance of roads in the form of delays and queues, provide scenario recommendations for existing level crossing using the Analytical Hierarchy Process (AHP) method, and create a database that can be accessed using a smartphone using CarryMap. The location of this research was conducted on Jalan Timoho JPL 349 KM 163 + 758 and Jalan Mojo JPL 350 KM 164 + 536. After doing the analysis, it was found that the biggest average delay and queue length occurred at Jalan Timoho. JPL 350 received a recommendation to close after handling and alternative scenarios, namely completing the completeness of level crossing infrastructure facilities or diverting traffic flow to Jalan Timoho, while JPL 349 received a recommendation to close after handling and alternative scenarios, namely completing the completeness of level crossing infrastructure facilities or upgrading the status be a crossing not level. CarryMap contains input data in the form of the entire database, namely information on road status, coordinates, photo exposure, infrastructure facilities, traffic volume, delays, queue length, and recommendations. 
Pengaruh Penggunaan Plastik Polyethylene (Pe) Dan High Density Polyethylene (Hdpe) Pada Campuran Lataston-Wc Terhadap Karakteristik Marshall Rahmawati, Anita
Semesta Teknika Vol 18, No 2 (2015): NOVEMBER 2015
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v18i2.1816

Abstract

The increase in road traffic during the last two decades in combination with an insufficient degree of maintenance due to shortage in funds has caused an accelerated and continuous deterioration of the road network. To alleviate this process, several types of measures may be effective, e.g., securing funds for maintenance, improved roadway design, use of better quality of materials and the use of more effective construction methods. Aspalt can also be modified by adding different types of additive. One of these additives is the polymers such as Polyethylene (PE) and  High Density Polyethylene (HDPE).  The addition of polymers typically increases the stiffness of the aspalt  and improves its temperaturesusceptibility. Increased stiffness improves the rutting resistance of the mixture in hot climates and allows the use of relatively softer base aspalt, which in turn,provides better low temperature performance. This study was conducted to determine the effect of utilizing Polyethylene (PE) and High Density Polyethylene (HDPE) as a mixture of thin layer of asphalt concrete in wearing course (Lataston_WC) using Marshall design parameters. The parameters assessed are the stability, flow,  the percentage of air void in the mixture (VIM), the percentage of void in the mineral aggregate (VMA), the percentage of void filled with aspalt (VFA), and Marshall Quotient (MQ). Marshall samplers prepared with the PE and HDPE modified aspalt binder provide the specification limits. The percentage of  PE and HDPE as asphalt mixture is 0%, 2%, 4% and 6% by weight of the asphalt. The result of Marshall test showed that the value of stability, flow and VFA have tendencey to increase with incresing of percentage of PE and HDPE. But, the value of VIM, VMA and MQ have tendency to decrease with  incresing of percentage of PE and HDPE. It can be seen that effect of addition HDPE on aspalt mixture provide the value of Marshall characteriscs are better than aspalt mixture with PE
Utilizing High Density Polyethylene (HDPE) Synthetic Aggregate as a Chip Sealing Material in Improving Skid Resistance Rahmawati, Anita
Semesta Teknika Vol 14, No 2 (2011): NOVEMBER 2011
Publisher : Universitas Muhammadiyah Yogyakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.18196/st.v14i2.538

Abstract

There are four main factors causing traffic accident : human factor, vehicle factor, road factor and environment factor. Accident data from Poltabes Yogyakarata in 2007 showed that road factor causes accident is 2.45%. In effort to achieve traffic safety, the infrastructure must be considered in the first list. This research is dealing with “Utilizing High Density Polyethylene (HDPE) Synthetic Aggregate as a Chip Sealing Material in Improving Skid Resistance”. The purpose of this research is to understand the effect of chip sealing using HDPE synthetic aggregate on the skid resistance, so that the surface pavement can provide good service for traffic and road users and the quantity of accident can be reduced. In this research the skid resistance was  measured using British Pendulum Tester such that the its skid resistance is also called British Pendulum Number (BPN). BPN is a measured based on 3 variations of aggregate weight being spreaded, that are 240 grams, 271 grams and 304 grams. The result of BPN will be correlated with the wet accident ratio, friction coefficient and stopping distance. The BPN values being obtained are 55.96, 55.6 and 53.4, respectively. The BPN was found to increase with the increase of aggregate weight in chip seal mixture. It was revealed that BPN with chip sealing using HDPE could be increased by approximately 10 % in comparison with that without chip sealing. In addition, chip sealing using HDPE can reduce the accident ratio by 47.32 %, improve the traffic safety by 47.32 %, and shorten the stopping distance. The greater friction coefficient the lower stopping distance, and the lower stopping distance the better traffic safety. 
Co-Authors Abbassyakhrin, Abbassyakhrin Adly, Emil Afandi, Johan Afifah, Nur Asiyah Agrippina Wiraningtyas, Agrippina Alhanas, Mohamad Sigit Alindra, Afridha Laily Amalia, Reva Amin, Nur Syariful Anang Bakhtiar Andy Muharry Anggarini, Dwi Wahyuning Anggraheni, Yanita Nur Anita Widianti Anita Wijayanti Annisa Andriyani Annisa, Farida Ulfah APRILIA, REZA Apriliani, Delia Aptaningrum, Ilma Ardiani, Verla Arianti, Aprila AS, Emilda Asyi Zamilah, Apipah Rohadatul Aulia, Mediana Aziz, Aurizal Ahmad Bakri, M. Jamal Al Bella, Alfina Chintya Bertha Yonata BIDIN, CICI RIYANTI K Bisepta Prayogi, Bisepta Damayanti, Sintia Darsini . . Dian Eksana Wibowo Dwi Ariyanti, Tika Eko Noerhayati Elfida Elfida Elizabeth Rini, Elizabeth Endang Yuswatiningsih Erni Setiyorini, Erni ERNI SURYANI, ERNI Faqih, Abdillah Fatimah, Ratih Fauziyah, Nisa Nur Fauzy, M Rifaldi Fazrin, Dinda Nurainun Febriana, Lutvi FEBRIANI, ANISA Ferawati Fikri, Shofa Fitria Azizah, Cica Fitroti, Engelina Choiru Gurowo, Damar Aji Haryanti, Bin Herlina, Pani Hernayanti, Munica Rita Hesty Widyasih Ida Parwati Inayatur Rosyidah Indrawan Indrawan Indrawati, Ucik Intan Permatasari Isti Untari, Sri Istia, Maria Nino Ita Suhermin Ingsih Jamhari Jamhari Jauza, Rafila Kalfaria, Fitri Kartini, Oda Apriliani Khusnah, Nurlailatul KOMALASARI, RINI Kurniati, Ana Laily Prima Monica, Laily Prima Lenggani SM, Kinanti Lestari , Oni Puji Lestari, Amelia Anggi Dwi Lisna Zahrotun Lubis, Adella Silvany Lukitaningrum, Kristin Maharani, Davinda Mahira, Happy Imanisa Margono Margono Maria Ulfa Maryanah, Siti Maryani, Tri Maryati Maryati Maunaturrohmah, Agustina Muarrofah Muarrofah Muarrofah, Muarrofah Much. Fuad Saifuddin Muh. Nasir Muhammad Akhyar Muhammad Basri Mukhlis Mukhlis Mulyono Mulyono Murti, Rahma Murtiningrum, Fajar Heni Mutmainnah, Putri Ayu Nabil H., Qurasun Shieldhan Nabilah, Khairun Nanik Setiyawati, Nanik Nataria Wahyuning Subayani Nawang Wulandari, Nawang Neneng Sri Wulan Nicholas, Kevin Nikmah, Hastika Ulfatu Nikman Azmin Nikman Azmin Nining Wiyati Nofalia, Ifa Novitasari, Azizah Nur lina Nurbaedah, Nurbaedah NURDIN, DJAYANI Nurfaoziah, Khaerani Nurfathurrahmah Nurfathurrahmah, Nurfathurrahmah Nurfathurrahman Nurhikmah, Juliana Nurhuda, Alisa Aulia Nurpratiwi, Rahma Oktafrina, Andhini Oktaviani, Ersya Sri Palevi, Muhammad Raynaldi Reza Pangestu, M. Ivan Mareza Pearla Lasut Pemiliani, Kamelia Permata Sari, Liliani Prasetyaningati, Dwi Pratiwi , Ratih Puspita, Ratna Mega Putri, Nosa Eka Putri, Syahwa Mutiara Putri, Valentina Febri Dwi Rahma Nur Praptiwi Rahmawati, Hanny Rahmawati, Iva Milia Hani REFINALDO, A MUH RIDHO Reny Wiyatasari Retno Setyowati, Retno Romadhon, Wimar Anugrah Rosmana, Primanita Sholihah Rumatoras, Moh.Fathur Khairat Rusman, Kharisma Nurul Fazrianti Ruswan, Acep Salma, Ninda Salsabila , Nazwa Salsabila, Analisa Sandi, Ahmad Sanjaya, Himawan Wahyu Saphira, Alma Aulia Sarizaen, Fiksi Kirana Selvi Sri Rahayu, Neng Setiawan, Dian M Setiawan, Iwan Bagus Setyowati, Erika Shinta Wulandari, Shinta Soebandono, Bagus Soleliza Jones, Anna Hendri Sri Mulyani Sri Utami Sugiandika, Tri Retno Sugiono Sugiono Suhada, Alif Muhammad Suhariati, Hindyah Suhariyati, Hindyah Ike suherni Suherni Suherni, Suherni Sukmawati, Vika Andria Sundi, Svastika Ariana Supriyono Supriyono Surya Hazani, Dinar Ayu Sutindi, Geri Syaiful M Syarifuddin Syarifuddin Thatit Nurmawati, Thatit Theresia, Endah Marianingsih Tiranda, Meysa tri wahyuni Tuti Nuryani Ulfa Husnul Fata Ulfatuni'mah, Ulfatuni'mah Ulya, Hamilatul Ulya, Innarotul Utaminingsih Linarti, Utaminingsih Veithzal Rivai Zainal WAHYU WIBISONO Wahyu Widodo Wahyudin, Nur’azmi Syahla wahyuni wahyuni WARSITO - Wibowo, Suhendra Agung Widyastuti, Yani Wiga, Sandi Alfa wijayanti, salsa - Windianti, Septiani Tri Yanuar, Dita Yeni Kartika Sari, Yeni Kartika Yuliandani, Euis Tiara Yuliasti Eka Purnamaningrum Yuniati, Anisa Zahirah, Ghefira Zahra, Maldena Zahra, Vanny Nurulita Zalfain, Muhammad Zulkifli Zulkifli