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Analysis of The Effect of Variations in Mud Content on Stability and Flow Values in Asphalt Concrete Mixtures Layer Aus (AC-WC) Safridatul Audah; Adrian Kaifah; Sulaiman AR; Meraty Ramadhini
Jurnal Inotera Vol. 8 No. 2 (2023): July - December 2023
Publisher : LPPM Politeknik Aceh Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31572/inotera.Vol8.Iss2.2023.ID232

Abstract

Aggregat mud affect the weakening of asphalt adhesion and bonds between aggregate grains which will cause damage more quickly before reaching the design age, one of which is the formation of holes in the road surface layer.The purpose of this study was to measure the effect of variations in silt content on the stability and flow values ​​of Asphalt-coated concrete mix (AC-WC). All tests were carried out using the Marshall test method and each test object became the basis for calculations to analyze the stability and flow values ​​of the AC-WC asphalt concrete mixture with variations in silt content of 0%, 5%, 10%, 15% and 20%. The optimal bitumen content used is 6.7%. Furthermore, marshall testing was carried out on variations in silt content in the aggregate to obtain stability and flow values, stability values ​​tended to decrease from 1048.64 kg to 798.96 kg, this affected the minimum stability value of ≥ 800 kg and flow values ​​tended to increase from 1.54 mm to 3.05 mm, but the discharge value still meets the required limit of ≥ 3 mm with a mud content of 13%. Based on the results of the ANOVA analysis obtained from the test, the stability value shows a significant decrease in the level of stability and the flow value shows an insignificant effect on the proportion of sludge.
Mechanical Review of Fine Sand-Clay Varians Muhammad Shalahuddin; Andre Novan; Safridatul 'Audah; Azhari; Gussyafri; Sri Djuniaty
Jurnal Inotera Vol. 8 No. 2 (2023): July - December 2023
Publisher : LPPM Politeknik Aceh Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31572/inotera.Vol8.Iss2.2023.ID264

Abstract

Clay in nature consist of a mixture of grains and minerals with or without the content of organic matter. The variation in the size of clay grains and the proportion of their distribution is a very useful indicator for knowing soil behavior. Testing the combination of fine sand - clay (FSC) using clay from Kulim Pekanbaru and fine sand from Teratak Buluh Riau. Variants of the percentage of FSC are carried out with the types of tests carried out are Standard Proctor Test, Unconfined Compressive strength test, Direct Shear Test and sieve analysis test and hydrometer. Increasing the percentage of clay in the FSC variant, increases the liquid limit, increasses the plastic limit and increases the plasticity index. Increases optimum moisture content, decreases maximum dry density and increases soil friction angle and decreases compressive strength
PELATIHAN PEMBUATAN PUPUK KOMPOS BERBAHAN ECENG GONDOK DI DESA KUALA BA’U KECAMATAN KLUET UTARA Safridatul 'Audah; Meraty Ramadhini; Bakruddin; Devi Satria Saputra; Afdhal; Herry Setiawan; Hasbaini
RAMBIDEUN : Jurnal Pengabdian Kepada Masyarakat Vol. 6 No. 3 (2023): Rambideun: Jurnal Pengabdian kepada Masyarakat
Publisher : LPPM Universitas Al Muslim

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51179/pkm.v6i3.1880

Abstract

  ABSTRACT The enclosure of the Krueng Matee waters by vegetation can threaten the preservation of underwater biota, such as fish and shrimp due to lack of oxygen and sunlight, thus the water hyacinth plants reproduce as weeds in the waters of the Krueng Matee river, Kuala Ba'U Village and affect the livelihoods of Kuala Ba'U fishermen. One of the efforts that can be made to overcome water hyacinth weeds is to utilize water hyacinth plants for compost. This community service activity aimed to provide skills in processing water hyacinth into compost for the people of Kuala Ba'U Village. The stages in implementing this activity consisted of field observations, carrying out village administration, the Participatory Action Research (PAR) method, preparation of materials and a multipurpose counter machine. The result of this community service was the availability of compost from water hyacinth as well as a good response and welcome from the community and community leaders of Kuala Ba'U Village because the community gained knowledge and skills in processing water hyacinth into compost, thereby reducing water pollution and improving the community's economy, especially for farmers. In addition, this activity can also normalize the estuary of the Krueng Matee river from water hyacinth weeds, so fishermen can return to fishing and catching fish.
Evaluasi Geometrik Konstruksi Jalan pada Tanjakan Ir Sutami PJR Bandar Lampung Menggunakan Pengukuran Topografi Meraty Ramadhini; Akbar Wahyu Nugraha; Dandy Ardian Dani Saputro; Safridatul ‘Audah
Jurnal Inotera Vol. 9 No. 1 (2024): January-June 2024
Publisher : LPPM Politeknik Aceh Selatan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31572/inotera.Vol9.Iss1.2024.ID319

Abstract

In general, steep inclines are made winding for the reason that they reduce the energy required to reach the same height. The slope of the incline will be gentler with curves so it is easier to climb, because the car does not have enough power to climb steep slopes so the road is made winding. Based on accident data from the KNKT, the highest number of accidents that occurred on the PJR Bandar Lampung ramp was 21 incidents in a year. Geometric road on an incline. The winding and narrow condition of PJR Bandar Lampung makes it difficult for vehicles to pass this section of road. The aim of this research is to carry out geometric analysis and evaluation of roads on the PJR Bandar Lampung incline based on Road Geometric Design Guidelines Number 13/P/BM/2021 using topographic measurements. The results of the geometric evaluation of the road were suitable for corner 4 with a superelevation below 6% and with a minimum radius from a speed of 20 km/h to 50 km/h, while the results were not suitable for the average ideal lane width of 3 m. maximum superelevation is 10.01%, maximum slope is 9.81% and critical slope length is 9.33%. So the road geometry does not comply with Road Geometric Design Guidelines Number 13/P/BM/2021.
Mapping the Depth of Groundwater Level and Soil Permeability Based on Geographic Information Systems (GIS) for The Feasibility of Absorption Well Locations in The Application of Ecodrain in Tuah Madani District Joleha; 'Audah, Safridatul; Handayani, Yohanna Lilis; Suprayogi, Imam
Journal of Geoscience, Engineering, Environment, and Technology Vol. 9 No. 1 (2024): JGEET Vol 09 No 01 : March (2024)
Publisher : UIR PRESS

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.25299/jgeet.2024.9.1.14036

Abstract

The problem of flooding in Tuah Madani District, Pekanbaru City, needs attention. Drainage and flood control systems need to be made to accommodate excess water and hold water somewhere. Groundwater management is directed at creating a balance between groundwater utilization and soil conservation efforts through the application of ecodrain which affects the conditions and characteristics of the area which provides an overview of land hydrology in parcels by comparing the height of the land with the receiving water bodies. as a drainage outlet. This research aims to create a map of groundwater depth and soil permeability based on Geographic Information Systems (GIS) for the feasibility of infiltration well locations in Tuah Madani District in implementing ecodrain. The research method was carried out by collecting data on the coordinates of infiltration wells at 30 points in five areas of Tuah Madani District. then measure the depth of the groundwater table and test the permeability in the field. Data is processed using ArcGIS. The results of mapping the depth of the groundwater table in the area are classified as shallow (1.28m–3.58m). Only 4 locations (Tuah Karya and West Sidomulyo) out of 30 sample locations did not meet the standards. Meanwhile, the permability value obtained was 2.61–11.07 cm/hour. Technically, the procedure for planning infiltration wells (SNI03-2453-2002) fulfills two conditions, namely a minimum groundwater depth of 1.50 m and soil permeability ≥ 2.0 cm/hour. Based on the contour lines of Tuah Madani District, it displays a pattern of groundwater flow from high flow to low flow at each point of the wellbore, the highest points on the map are colored blue (Air Putih and Sidomulyo Barat), while the lowest points on the map are Air Putih and Sidomulyo Barat. red (Tuah Madani, Luah Karya and Sialangmunggu).
Pembuatan Peta Kerusakan Jalan Dengan SIG Di Desa Aursati Kecamatan Tambang Kabupaten Kampar Provinsi Riau Shalahuddin, Muhammad; Audah, Safridatul; Novan, Andre; Azhari; Marpaung, Horas; Muhardi; Djuniati, Sri; Ridho Prakasa, Rizqy
BATOBO: Jurnal Pengabdian Kepada Masyarakat Vol 2 No 1: BATOBO: Juni 2024
Publisher : Jurusan Teknik Elektro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31258/batobo.2.1.17-24

Abstract

Jalan di Desa Aursati memiliki panjang jalan 4000 m dan lebar jalan 5 meter yang digunakan sebagai prasarana transportasi darat untuk menghubungkan satu tempat ke tempat lain untuk memenuhi kebutuhan masyarakat. Kondisi jalan yang baik digambarkan dengan tidak adanya kerusakan jalan. Seiring berkembangnya teknologi, pemetaan kerusakan jalan dapat dilakukan menggunakan Sistem Informasi Geografis (GIS) untuk memperoleh informasi data yang lebih informatif dalam waktu singkat, efisien, serta memiliki tingkat akurasi yang tinggi. Tujuan dilakukan kegiatan PKM adalah untuk membuat pemetaan kerusakan jalan dengan SIG di Desa Aursati Kecamatan Tambang Kabupaten Kampar Provinsi Riau. Tahapan pelaksana kegiatan PKM ini meliputi administrasi desa, Metode Participatory Action Research (PAR), tahapan persiapan alat dan bahan untuk kegiatan survey lapangan, pengolahan data dan pembuatan peta menggunakan aplikasi ArcGIS, dan sosialisasi dari hasil kegiatan. Hasil dari pelaksanaan kegiatan PKM ini adalah pemetaan yang memberikan informasi kondisi jalan dalam keadaan baik berdasarkan simbol lingkaran warna hijau, sedangkan  kondisi sedang diberikan simbol lingkaran warna merah yang terdapat pada 4 titik. Lokasi luas retak dari panjang keseluruhan jalan yang di ukur mulai STA 02+000 – STA 04+000 adalah 81,83%, Rata-rata lebar retak 74 mm, Jumlah lubang 35 buah kerusakan dan rata-rata kedalaman rutting/bekas roda tidak terdapat kerusakan bekas roda.
PENYAJIAN DATA TEKNIS SUMUR RESAPAN BERBASIS SISTEM INFORMASI GEOGRAFIS (SIG) DALAM UPAYA MENDUKUNG KEBIJAKAN PENGELOLAAN SUMBER DAYA AIR YANG BERKELANJUTAN Joleha Joleha; Bochari Bochari; Alfian Malik; Suprasman Suprasman; Elianora Elianora; Safridatul Audah
JURNAL SENPLING MULTIDISIPLIN INDONESIA Vol 2, No 2 (2024)
Publisher : Pelantar Press

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52364/senpling.v2i2.21

Abstract

The Population growth and development in an area lead to increased water demand and reduced use of green land. These changes can cause environmental degradation, decrease in environmental quality and existing water resources. Therefore, wise and sustainable development is needed for society. In this case the Government of Pekanbaru City has included a policy on Water Resources and Infiltration Wells in the Regional Regulation (PERDA No. 10 of 2006). One of the main objectives of implementing the PERDA is to prevent stagnation of water during the rainy season which can be detrimental to the community, especially in residential areas and other buildings. However, some researchers has stated the reality in the field that the implementation of this PERDA is not going well. Technical provisions for the use of infiltration wells are water level elevation and soil permeability which must meet the requirements. Therefore, this study aims to measure the elevation of the groundwater table, test the permeability of the soil and present the test values and measurements on a spatial map Therefore, this study aims to measure the elevation of the groundwater table, test the permeability of the soil and present the test and measurement values into a spatial map based on a geographic information system (GIS). This spatial map depicts the coordinates of sampling points that provide information on permeability values and groundwater levels, as well as recommendations for making infiltration wells at each sample point that meet the requirements. Thus, this spatial map can help residents or the government to obtain information on which locations are recommended for infiltration wells, because not all locations can be used. 
Penetapan Rute dan Jumlah Unit Angkutan Kota Pada Kawasan Aglomerasi Kota Samarinda Kabupaten Kutai Kartanegara Prakasa, Rizqy Ridho; Audah, Safridatul; Putra, Benny Hamdi Rhoma; Adiman, Edi Yusuf; Ersyi Darfia, Novreta
Journal of Infrastructure and Civil Engineering Vol. 4 No. 3 (2024)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v4i3.62

Abstract

Kota Samarinda merupakan salah satu rencana kota penyangga kawasan lbu Kota Negara (IKN) yang berlokasi di Kutai Kartanegara dan Penajam Paser Utara. Nantinya terbentuk kawasan aglomerasi perkotaan baru yang merupakan perkembangan dari lbu Kota Samarinda (Urban Sprawl). Pada kawasan aglomerasi ini belum direncanakan angkutan kota yang menghubungkan antar zona pada kawasan aglomerasi. Maksud dari penelitian ini untuk mengetahui pemodelan transportasi yang ideal terhadap kawasan aglomerasi. Pada tahap analisis ini, ada beberapa metode yang dilakukan yaitu penentuan zonasi, metode trip generation, metode trip distribution, dan metode trip assignment. Hasil yang didapatkan pada penelitian yaitu terbentuknya pemodelan transportasi pada kawasan aglomerasi berupa rute yang terkoneksi antar zona pada kawasan aglomerasi, dimana penentuan titik akhir rute angkutan kota terletak di Terminal Sungai Kunjang. Hal ini sebagai pendukung pengembangan penggunaan Terminal Sungai Kunjang, dimana terminal ini merupakan Type B yang ada di Kota Samarinda. Jumlah angkutan perkotaan yang beroperasi 8-10 unit dengan kapasitas bus sedang untuk 33 penumpang.
Penetapan Rute dan Jumlah Unit Angkutan Kota Pada Kawasan Aglomerasi Kota Samarinda Kabupaten Kutai Kartanegara Prakasa, Rizqy Ridho; Audah, Safridatul; Putra, Benny Hamdi Rhoma; Adiman, Edi Yusuf; Ersyi Darfia, Novreta
Journal of Infrastructure and Civil Engineering Vol. 4 No. 3 (2024)
Publisher : Program Studi Teknik Sipil Sekolah Tinggi Teknologi Pekanbaru

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35583/jice.v4i3.62

Abstract

Kota Samarinda merupakan salah satu rencana kota penyangga kawasan lbu Kota Negara (IKN) yang berlokasi di Kutai Kartanegara dan Penajam Paser Utara. Nantinya terbentuk kawasan aglomerasi perkotaan baru yang merupakan perkembangan dari lbu Kota Samarinda (Urban Sprawl). Pada kawasan aglomerasi ini belum direncanakan angkutan kota yang menghubungkan antar zona pada kawasan aglomerasi. Maksud dari penelitian ini untuk mengetahui pemodelan transportasi yang ideal terhadap kawasan aglomerasi. Pada tahap analisis ini, ada beberapa metode yang dilakukan yaitu penentuan zonasi, metode trip generation, metode trip distribution, dan metode trip assignment. Hasil yang didapatkan pada penelitian yaitu terbentuknya pemodelan transportasi pada kawasan aglomerasi berupa rute yang terkoneksi antar zona pada kawasan aglomerasi, dimana penentuan titik akhir rute angkutan kota terletak di Terminal Sungai Kunjang. Hal ini sebagai pendukung pengembangan penggunaan Terminal Sungai Kunjang, dimana terminal ini merupakan Type B yang ada di Kota Samarinda. Jumlah angkutan perkotaan yang beroperasi 8-10 unit dengan kapasitas bus sedang untuk 33 penumpang.
Pemanfaatan Limbah Tempurung Kelapa Menjadi Briket Arang yang Bernilai Ekonomis Bagi Masyarakat Kelurahan Harapan Tani Kecamatan Kempas Indragiri Hilir Sri Djuniati; Heltina, Desi; Meldha, Zuqni; ‘Audah, Safridatul; Hidayat, Wahyu; M. Nanda Dwi Putra; Fajri Aziz, Lutvhi; Jailani, M. Fariz; Butar-Butar, Wahyu Tri Efendi
Pelita Masyarakat Vol. 6 No. 2 (2025): Pelita Masyarakat, Maret
Publisher : Universitas Medan Area

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31289/pelitamasyarakat.v6i2.13395

Abstract

Indragiri Hilir is one of regency in Riau Province which have the most coconut plantations. Increasing of coconut production will be in line with the waste produced. The utilization of waste from coconut plantations, especially coconut shells, has not been carried out optimally in Harapan Tani Village, Kempas District, in Indragiri Hilir Regency. This is due to the lack of knowledge about the utilization of waste from coconut shells. In fact, if the waste is processed, it can become a product with high economic value, namely charcoal briquettes. So an efforts to increase public knowledge is needed to be carried out through community service activities, namely by socializing and training to produce charcoal briquettes from coconut shell waste. From the activities that have been carried out, there is a high interest from participants in participating in the training and there is an increase in participant knowledge of the benefits of coconut shell waste charcoal briquettes and participants are able to make briquettes from coconut shells independently.