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All Journal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Jurnal Teknik Sipil dan Teknologi Konstruksi Jurnal Abdimas Berdaya : Jurnal Pembelajaran, Pemberdayaan dan Pengabdian Masyarakat International Journal of Engineering, Science and Information Technology ETNIK : Jurnal Ekonomi dan Teknik JITU (Jurnal Ilmiah Teknik Unida)

Meidia Refiyanni

Universitas Teuku Umar

Author-ID : 2616813

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Characteristics of Mixed Porus Asphalt with Combination of LDPE, CPO and PEN 60/70 Meidia Refiyanni; Chaira Chaira
International Journal of Engineering, Science and Information Technology Vol 1, No 4 (2021)
Publisher : Master Program of Information Technology, Universitas Malikussaleh, Aceh Utara, Indonesia

The quality of the road depends on the pavement, drainage conditions, and materials. For this reason, it is necessary to make innovations in improving the quality of road pavement, one of which is increasing the material. There are many types of pavements, one of which is porous asphalt pavement. Porous asphalt has many cavities that is easy for water to pass but has a low stability value with high permeability. This research will utilize Low Density Poly Ethylene (LDPE), as an additive, CPO, and Pen 60/70 in a porous asphalt mixture. The purpose of this study was to determine the characteristics of the porous asphalt mixture by substituting LDPE and CPO for Pen 60/70. The method used in analyzing the characteristics of the porous asphalt mixture refers to the specifications of the Australis Asphalt Pavement Association (AAPA) (2014), with parameters Camtabro Loss (CL), Asphalt Flow Down (AFD), VIM, stability and flow. The gradation used in this study is an open gradation. This research was started from determining the value of Optimum Asphalt Content (KAO), with two variations, namely Variation 1 (1% LDPE, 10% CPO, 89% pen 60/70), variation 2 (5% LDPE, 10% CPO, 85% Pens 60/70). The KAO value of variation 1 is 5.03% and the second variation is 4.75%. After obtaining the KAO value, LDPE and CPO are substituted. The test results for the porous asphalt mixture for CL values were 34.12% and 27.07%, respectively; AFD value of 0.13% and 0.12%; for the VIM value of 14.90% and 19.03%; stability value 603.24 kg and 603.19 kg; and flow values are 5.03 mm and 4.80 mm. In general, the value obtained from the test meets the required requirements. However, the durability value of the mixture did not meet the requirements, namely 60.15% and 48.22%, with the condition >90%.

STUDI INTERSEPSI BERBAGAI KELAS UMUR KELAPA SAWIT Muhammad Ikhsan Muhammad Ikhsan; Meidia Refiyanni; Imun Safriana
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 1, No 1 (2015): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Seiring dengan Meningkatnya permintaan akan bahan baku untuk pembuatan minyak dari kelapa sawit (palm oil) maka pembukaan lahan untuk perkebunan juga semakin besar, akibatnya tutupan lahan menjadi berpengaruh terhadap jumlah air yang diresap oleh tanah karena terjadinya intersepsi. Intersepsi hujan oleh tanaman adalah proses tertahannya air hujan pada permukaan tanaman yang kemudian diuapkan kembali ke atmosfer atau diserap oleh tanaman yang bersangkutan. Air hujan yang jatuh diatas tanaman tidak langsung sampai ke permukaan tanah untuk berubah menjadi aliran permukaan (surface run off), tetapi untuk sementara air hujan akan ditampung oleh tajuk, batang dan tanaman. Setelah tempat- tempat tersebut jenuh air, air hujan akan sampai ke permukaan tanah melalui air lolos (throughfall) dan aliran batang (stemflow). Dalam analisis keseimbangan air, intersepsi diperlakukan sebagai kehilangan air (rainfall interception loss) jenis tanaman yang digunakan pada penelitian ini adalah tanaman kelapa sawit. Hal ini disebabkan karena daerah sekitar banyak terdapat perkebunan kelapa sawit. Tujuan studi ini adalah mengetahui besarnya intersepsi kelapa sawit dari berbagai kelas umur. Penelitian dilakukan secara langsung di lapangan pada perkebunan kelapa sawit yang terletak di PT. Scofindo Nagan Raya. Untuk mengetahui besarnya nilai intersepsi air hujan dapat dilakukan melalui pendekatan neraca volume yaitu dengan mengukur curah hujan, air lolos dan aliran batang. Hasil penelitian akan didapatkan hubungan antara curah hujan dengan intersepsi hujan berbeda pada tiap kelas umur. Luas proyeksi tajuk dan curah hujan berpengaruh terhadap intersepsi, air lolos dan aliran batang. Hubungan ini akan membentuk persamaan regresi yang akan digunakan dalam menghitung besarnya intersepsi hujan oleh perkebunan kelapa sawit. Hasil perhitungan didapatkan intersepsi yang terjadi pada pohon kelapa sawit yang 10 tahun adalah sebesar 40,81% mm dan yang 20 tahun adalah 64,04% dari total curah hujan sebesar 225,00 mm. Perhitungan air lolos yang 10 tahun sebesar 56,62 % dan yang 20 tahun sebesar 36,25%. Perhitungan aliran batang yang 10 tahun adalah 7,17% dan yang 20 tahun sebesar 3,12%. Semakin besar curah hujan maka intersepsi semakin besar, dan semakin tua umur kelapa sawit maka intersepsi juga semakin besar. Kata Kunci: Tanaman Kelapa sawit, intersepsi, air lolos, aliran batang

ANALISIS DESKRIPTIF EFEKTIFITAS DISTRIBUSI LOGISTIK PASCA BENCANA GEMPA BUMI DI PIDIE JAYA M Isya; Sofyan M Saleh; Yanyan Rahmat; Meidia Refiyanni
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 7, No 2 (2021): Jurnal Teknik Sipil & Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Tahapan tanggap darurat bencana merupakan tahap paling kritis dan menentukan dalam keberhasilan recovery akibat terjadinya bencana alam. Korban yang mengalami dampak bencana alam harus secepatnya diberikan pertolongan. Salah satu pertolongan yang penting adalah pendistribuasin bantuan logistik. Salah satu tujuan pendistribusian logistik adalah menyelamatkan jiwa korban yang selamat. Gempa bumi di Kabupaten Pidie Jaya terjadi pada Desember 2016. Dampak bencana terjadinya kehilangan nyawa, harta benda, luka-luka dan trauma psikologis. Pasca bencana telah dilakukan pendistrubusian logistik pada masa tanggap darurat. Untuk itu perlu dilakukan evaluasi untuk melihat sejauh mana efektifitas pendistribusian logistik dan kinerja faktor-faktor yang mempengaruhi pendistribusian logistik tersebut. Untuk itu penelitian ini dilakukan untuk dapat dijadikan pelajaran dan referensi pada masa yang akan datang. Penelitian dilakukan dengan instrumen penelitian berupa kuesioner dengan format pernyataan yang dinilai dengan menggunakan skala likert. Populasi merupakan penduduk Kabupaten Pidie Jaya dan relawan kemanusiaan. Hasil penelitian menunjukkan bahwa efektivitas pendistribusian logistik sudah berjalan dengan baik dan semua kinerja variabel yang mempengaruhi pendistribusian logistik pada masa tanggap darurat juga baik. Kata kunci: Bencana alam, gempa bumi, tanggap darurat, logistik, Pidie Jaya

Analisis Kajian Putar Balik Arah (U-Turn) Pada Bukaan Median Terhadap Kemacetan Ruas Jalan (Studi Kasus : Ruas Jalan Simpang Empat Jeuram Sta 0+115 Arah Meulaboh â€“ Tapak Tuan) Bambang Tripoli; Rachmat Sofyan; Meidia Refiyanni; Rahmat Djamaluddin; Wahyu Suryadi S
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 6, No 2 (2020): Jurnal Teknik Sipil & Teknologi Konstruksi
Publisher : Universitas Teuku Umar

ABSTRAKRuas jalan Meulaboh â€“ Tapak Tuan pada Sta 0+115 (diambil dari titik Sta 0+000Â Simpang Empat Jeuram) merupakan tipe jalan dua arah dan terbagi (menggunakan median dan median terbuka). Sehingga, untuk mengakomodir pergerakan lalu lintas dari wilayah Timur dan Barat Kota Jeuram, ruas jalan tersebut memiliki beberapa titik bukaan median yang memungkinkan kendaraan merubah arah perjalanan berupa gerakan putar balik arah atau di istilahkan sebagai gerakan u-turn. Dengan persoalan tersebut di atas, maka permasalahan yang diangkat dan juga yang menjadi tujuan dari penelitian analisis kajian putar balik arah (u-turn) pada bukaan median terhadap kemacetan ruas jalan adalah seberapa besar volume arus lalu lintas, kapasitas jalan, waktu tempuh dan tingkat pelayanan jalan (level of service) yang terjadi. Batasan penelitian dibatasi hanya pada ruas jalan Meulaboh â€“ Tapak Tuan di Sta 0+115 yang berada di Kecamatan Kuala Kabupaten Nagan Raya sepanjang Â± 460 meter tepatnya pada Simpang Peukan Jeuram depan SMP Negeri 2 Kuala. Pengamatan dilakukan selama 3 hari terdiri dari 2 pos pengamatan, setiap pos ditempatkan 3 orang operator/personil pengambilan data. Metode yang digunakan MKJI 1997 [1]. Berdasarkan hasil perhitungan, volume lalu lintas tertinggi terjadi pada hari Minggu 4.165 smp/jam sebelum terjalinnya kendaraan, setelah terjalin maupun tidak terjalin 4.139 smp/jam dengan rasio jalinan 0.67 smp/jam. Kapasitas jalan 4.485 smp/jam dari arah Meulaboh-Tapak Tuan dan dari arah Tapak Tuan-Meulaboh 4.650 smp/jam dengan waktu tempuh rata-rata antara 18 detik sampai 23 detik dengan kecepatan tempuh antara 19 km/jam sampai dengan 20 km/jam. Skala interval tingkat pelayanan jalan, dikategorikan posisi E yakni kondisi volume arus lalu lintas mendekati atau berada pada kapasitas, arus tidak stabil, kecepatan terkadang terhenti.

Studi Penelusuran Aliran Pada Sungai Krueng Meureubo Kecamatan Meurebo Kabupaten Aceh Barat Muhammad Ikhsan; Meidia Refiyanni; Dewita Nazimi
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 1 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Flood routing can be called a procedure for estimating / predicting the time and magnitude of the flood that will occur at a point based on known data. The purpose of this research is to know the flow of river flow in Krueng Meureubo watershed and to know characteristic of hydrograph in the upstream and downstream by using Muskingum method. The data used in this research is secondary data that is daily rainfall data and topographic map. The highest intensity of rainfall occurred in the 10th return period and the lowest occurred in the second return period. Coefficient value (k) 3400 s and value x 0.462. The results of this study indicate that the peak inflow discharge at 36,543 m3 / s, while the peak discharge outflow 35.934 m3 / s. The flow hydrograph with the Muskingum method shows that the difference in the initial value of the outflow input does not have a large effect on the resulting discharge, the resulting debit value is almost equal to the end of the hydrograph. From the results of this study is expected to be a reference for related parties to take preventive action or reduce the impact of flood disaster, and build an early warning system so that people can have a preparedness system. Keywords—Flood, Flow Routing, Krueng Meureubo River, Muskingum

ANALISIS JUMLAH LUBANG RESAPAN BIOPORI PADA LAHAN TERBUKA KAMPUS FAKULTAS TEKNIK UNIVERSITAS TEUKU UMAR Muhammad Ikhsan; Meidia Refiyanni
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 2 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

This study aims to determine the number of biopori infiltration holes (LRB) that can increase water absorption into the soil, so as not to become a puddle. This happens because of land use changes that occurred in the campus field Teuku Umar University, including in the Engineering Faculty Teuku Umar University. Changes in land use and reduced open space on the UTU campus are expected to result in shrinking infiltrated rainwater and causing increased surface run-off. Increasing the flow of this surface can cause the existing drainage channel dimensions are not enough anymore so the water is abundant and there are floods inundation. Therefore, in order to avoid flooding this puddle, it is necessary to enlarge the infiltrated rain water, among others, with “Lubang Resapan Biopori” (LRB). The location of the LRB is done in front of the Faculty of Engineering building located on the UTU campus land, the LRB manufacture is done in 3 locations but one of the locations can not be used because of high runoff and puddles, therefore only 2 locations are made LRB manufacture, 3 cylindrical holes are made by digging in the soil using manual drill tool, 10 cm diameter drill bit and 80-100 cm long, and 100 cm LRB spacing, then organic waste. From the results of data analysis, the number of biopori infiltration holes recommended for the UTU Faculty of Engineering area requires as many as 68 LRB. Keywords : LRB, Rainfall, Surface Run-off, Organic waste, Engineering Faculty of UTU

ANALISA TINGKAT LAYANAN JALAN MENGGUNAKAN METODE STANDAR PELAYANAN MINIMAL (SPM) Meidia Refiyanni; Cut Suciatina Silvia
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 5, No 1 (2019): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Road service assessments need to be carried out periodically both structurally and non-structurally. The minimum servant standard (SPM) of the road is a measure of the road that must be implemented by the government that the road can be operated in accordance with the standards mandated by government regulations. The purpose of this research was to find out the level of service performance of the road network in Suak Indrapuri - Lapang and to see road connectivity in Johan Pahlawan District, West Aceh. The evaluation results on the three road routes in Johan Pahlawan District showed that the accomplishment of SPM from accessibility aspects on route I was 0.148, route II was 0.133 and on route III 0.140 that it show did not meet the SPM standard for road network performance <1.50. While the accomplishment of SPM from the aspect of mobility on route I was 0.099, route II 0.089 and on route III 0.094 that it show did not meet the SPM standard for road network performance <1.0. The application of SPM accomplishment from the aspect of accidents on route I 1,354, route II 1,507 and on route III 1,434 which shows that it has met the SPM standard for road network performance <2. The evaluation results of the SPM for road services have good road conditions which the SPM standard for road services of at least 60%. The evaluation results showed that on route I was 66.290%, route II was 66.292%. and on route III 66.259%. Realization of accomplishment of SPM connectivity up to 2018 47.62%, so the need for realization of accomplishment of regional connectivity SPM until 2019 can be achieved 100%. Keywords: SPM road network, road section, service level.

EVALUASI NILAI WAKTU PERJALANAN PENJUAL PASAR TRADISIONAL Azwanda Azwanda; Meidia Refiyanni; Meri Candra
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 2 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

The value of travel time becomes an important part of profits in the assessment of a transportation project in terms of economic considerations. The time value is usually proportional to per-capita income, which is a fixed ratio to the income level. As for the limitations of the problem in this study is only done on a single market contained in the city of Meulaboh Business Market located at Jalan Daud Dariyah II Meulaboh City for the survey by way of filing questionnaires to kiosk owners and employees stalls Market Business as respondents , As well as compiling survey results into planned formats. The questionnaire data is inputted and then recapitulated to be analyzed by Kolmogorov-Sminnov Normality test method to ensure valid / normal data, and analysis ofspearman's rho and kendall's tau test methods in SPSS (Statistical Product and Service Solution) software. Based on the analysis of time value of go-and-go time of the seller, for the kiosk owner the time value goes 567,41 Rp / minute and the return time value is 108,18 Rp / minute. Sedangka for employees kiosk 691,68 Rp / minute (go) and 108,00 Rp / minute (go home). Furthermore, the results of the normality test stages by kolmogorov-smirnov with SPSS (Statistical Product andService Solution) method show that the output of the travel costs of owners and employees of kiosks (go-home), and the value of time owners and employees kiosk (go-go ) Value significance correction (Sig) <0.05, means that data is not normally distributed. Implementation on the data normality test (kolmogorov-smirnov) if the significance is below 0.05, means that the data has a significant difference with the normal raw data. Furthermore, non-parametric statistic is used with spearman's rho and kendall's tau, to know the relationship between travel cost and travel time value. The result of spearman's rho correlation shows positive number (+) on correlation coefficien, as well as correlation coefficien's correlation or tau indicates positive number (+) on correlation coefficien, meaning the greater the travel cost the greater the travel time. Keywords: Seller, Traditional Market, Travel Time Abstract

SISTEM PENGAKUTAN SAMPAH DI KOTA MEULABOH Meidia Refiyanni
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 3, No 4 (2017): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

Sabang city is one of the major tourist destinations in Aceh province and needs to ensure its area is in a low-risk flood inundation zone. However Sabang city has not had a good and comprehensive drainage system yet and often experienced flood. Its Sabang's topographical feature which consists of mountains, hills, and plains, has caused the drainage system of Sabang to be unique and special. According to Sabang Spatial Plan Year 2012 to 2017, Sabang should improve the function of its drainage infrastructures immediately. Nonetheless, due to budget constraints it is necessary to determine the handling priority of drainage system of Sabang city during the next 20 years. Determination of handling priority of Sabang’s drainage system is based on the physical, demographic, and environmental aspect and is in accordance with survey results and analysis of secondary data. The selection of priority of service areas is performed by weighted average method. Based on the analysis of the three factors described above, it can be seen that the handling priority of subwatershed for short-term is in subwatershed Anoi Itam, subwatershed Krueng Balohan and sub- watershed Pria Laot; medium-term is in subwatershed Keunekai, subwatershed Ceunohot, subwatershed Aneuk laot, subwatershed Paya Seunara; and long-term is in subwatershed Ceuhum, subwatershed Ujung Bau, subwatershed Gua Sarang, subwatershed Teupin Kareung and subwatershed Iboih. Keywords : Priority, drainage system, weighting average, Sabang city

Biaya Operasional Sepeda Motor Matic Dan Manual Meidia Refiyanni; Muhammad Ikhsan
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 4, No 1 (2018): Jurnal Teknik Sipil Dan Teknologi Konstruksi
Publisher : Universitas Teuku Umar

This research was conducted to find out the comparison of operational cost of motorcycle between matic and manual. Determining adequate model for operational cost of two-wheeled motor vehicle, analyzing and identifying factors influencing operational cost of two-wheeled vehicles in Blang Puuk Village, Seunagan Sub-district. In this research, the statistical test, which includes correlation coefficient analysis, multiple linear regression, coefficient of determination (R2), T test and F test of dependent variable and independent variable. In performing statistical tests, data processing uses SPSS (Statistical Product and Service Solution) software version 23. Then after statistical tests continued by calculating the operational cost of vehicles based on type, capacity, and assembly year which includes fixed cost and cost variable (variable cost). The result of the research shows that the analysis model of Vehicle Operating Cost (BOK) of two wheel in Blang Puuk Village is Y = 11,167 + 0,004X1 + 0,001X2 + 0,000X3 + 0,002X4 - 0,003X5 + 0,001X¬6 + 0,001X7 + 3,905X8. The most dominant factor influences travel in this case the operational cost is the use of fuel. Maximum Vehicle Operational Cost (BOK) for every 1 km of travel: vehicles with capacity of 100 CC (duck type) of 2004-2009 assembly year which is Rp. 865.75; capacity of 125 CC (duck type) of assembly year 2004-2009 and 2010-2015 amounting to Rp. 674,78 and 605,57; capacity 110 CC (scooter matic type) assembly year 2004-2009 and 2010-2015 that is equal to Rp. 570,88 and Rp. 995,05; capacity 115 CC (scooter matic type) assembly year 2004-2009 and 2010-2015 that amounted to Rp. 629, 60 and Rp. 762, 96. Keywords: Modeling, BOK, Vehicle, SPSS

Co-Authors Andi Mustafa Andi Yusra Andrisman Satria Aulia Rahman Azwanda Azwanda Bambang Tripoli Chaira Chaira Cut Suciatina Silvia Cut Suciatina Silvia Dewita Nazimi Imun Safriana Intan Suryana Irma Fitriani Lissa Opirina M Isya Meidia Refiyanni Meri Candra Muhammad Ikhsan Muhammad Ikhsan Muhammad Ikhsan Muhammad Ikhsan Muhammad Ikhsan Nina Shaskia Rachmat Sofyan Rahmat Djamaluddin Ruhdi Faisal Samsunan Samsunan Singgih Prabowo Soksen Sofyan M Saleh Wahyu Suryadi S Yanyan Rahmat Zakia Zakia

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