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Jurnal Teknik Sipil
Published by Universitas Syiah Kuala
ISSN : 20889321     EISSN : 25025295     DOI : http://dx.doi.org/10.24815/jts.v12i2.30788
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Engineering Transportation
Jurnal Teknik Sipil (Journal of Civil Engineering) Universitas Syiah Kuala is a scientific journal, published by Civil Engineering Department, Faculty of Engineering, Universitas Syiah Kuala. It is aimed at disseminating research results related to civil engineering fields, where readers of the journal are expected from civil engineering researchers/scientists, students in related fields, engineers, and practitioners in this field. Jurnal Teknik Sipil (Journal of Civil Engineering) Universitas Syiah Kuala publishes the scientific articles in area of civil engineering, as follows. Structural Engineering, Water Resources Engineering, Transportation Engineering, Geotechnical Engineering, Construction Engineering & Management, Urban Planning Geospatial and Geomatics Engineering, and Ocean Engineering
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 355 Documents
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DAMPAK KENAIKAN TARIF OJEK ONLINE TERHADAP PENDAPATAN PENGEMUDI DAN KEPUASAN PENUMPANG, TINJAUAN SEBELUM PANDEMI COVID 19 Risdiyanto, Risdiyanto; Kurniawan, Tanjung; Alfed, Johary
JURNAL TEKNIK SIPIL Vol 10, No 2 (2021): Volume 10 Nomor 2 November 2021
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v10i2.20727

Abstract

Tariff and service are two important elements in online transportation. With the increase in rates, it will affect the income of drivers and passenger services. The purpose of this study is to determine the impact of the increase in online motorcycle taxi rates in 2019 when compared to 2018. Research in 2019 is a continuation of research in 2018. Data was obtained by conducting interviews with 200 passengers and 100 online motorcycle taxi drivers (Gojek) for each year. The impact of the tariff increase on driver's income is carried out by comparing the amount of income between 2019 and 2018. The Customer Satisfaction Index method was chosen to determine the service performance of online motorcycle taxis. Based on the analysis, the results show that the driver's income in the 2019 study has increased compared to 2018. In terms of service, the CSI value has increased. This shows that after the tariff increase, online motorcycle taxi transportation services are getting better
PENYEBAB COST OVERRUN PADA PROYEK KONSTRUKSI Cut Mutiawati
JURNAL TEKNIK SIPIL Vol 1, No 3 (2012): Volume 1, Nomor 2, Mei 2012
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract: Cost control is one of the important thing in construction project. If the cost of construction is uncontrollable, it will cause cost overrun. Cost overrun can be caused by many factors such as material, man power and heavy equipment cost. This research want to investigate the dominant factor that cause cost overrun. Data was collected by  questionaires that consists of 66 Variables. The variables were divided in 3 phases, 33 variables in planning phase, 23 variables in implementation phase and 2 variables in maintenance phase. Assesment of dominant level on this research were carried out in 5 measurement scale: 1 (very not dominan), 2 (less dominant), 3 (rarely dominant), 4 (dominant)  and 5 (very dominant). The  questionaires were distributed to contractor  grade 5, 6 and 7 that execute the construction project in Aceh. Data analysis were done by calculating the  average value (mean). The results shown that there are 51 variables cause of cost overrun with “dominant”  category  consisting of 13 variables at planning phase, 37 variables at implementation phase and 1 variable at maintenance phase with mean of 3,75 ≥ x ≥ 2,5. While 15 variables is categoried as " less dominant". Further more, this research found that there are additional 18 cost overrun variables beyond the questionaires.Keywords : Construction Project, Cost Overrun, ContractorAbstrak: Pengendalian biaya adalah salah satu hal penting dalam proyek konstruksi. Bila biaya konstruksi ini tidak dapat dikendalikan, maka akan menyebabkan cost overrun atau pembengkakan biaya.  Peningkatan biaya dapat disebabkan oleh banyak faktor seperti biaya material, biaya upah dan biaya peralatan berat yang tidak terkontol. Penelitian ini bermaksud  untuk mengetahui penyebab dominan terjadinya cost overrun. Pengumpulan data dilakukan dengan metode penyebaran kuesioner yang berisi 66 variabel penyebab cost overrun. Variabel-variabel tersebut dibagi dalam 3 tahapan yaitu tahap perencanaan, tahap pelaksanaan dan tahap pemeliharaan. Penilaian dilakukan dalam 5 skala pengukuran dari 1 (sangat tidak dominan) sampai 5 (sangat dominan). Kuesioner diisi oleh perusahaan kontraktor grade 5, 6 dan 7 yang menangani proyek konstruksi di Aceh. Analisa data dilakukan dengan cara mencari nilai rerata (mean). Hasil pengolahan data diperoleh variabel yang “dominan” menjadi penyebab cost overrun sebanyak 51 variabel dengan rincian 13 variabel pada tahap perencanaan, 37 variabel pada tahap pelaksanaan dan 1 variabel pada tahap pemeliharaan dengan nilai mean 3,75 ≥ x  ≥ 2,5. Sedangkan 15 variabel termasuk dalam kategori “cukup dominan”. Lebih lanjut terdapat 18 variabel lain yang menjadi penyebab cost overrun selain variabel yang ada pada kuisioner.Kata kunci : Proyek Konstruksi, Cost Overrun, Kontraktor
KAJIAN BEBAN AKTUAL KENDARAAN PADA KONSTRUKSI JALAN MENGGUNAKAN WEIGH IN MOTION (WIM) Martina, Rita; Saleh, Sofyan M.; Isya, Muhammad
JURNAL TEKNIK SIPIL Vol 1, No 3 (2018): Volume 1 Special Issue, Nomor 3, Januari 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v1i3.10029

Abstract

Abstract: Road infrastructure plays an important role as land transportation in Aceh. The transport mobility in Aceh province west coast highway kept increase every year. So that, the construction of the road had got load (traffic volume and axle load) increased every time. The addition of traffic load caused the level of damage to the road construction was increasing. Early damage can happen immediately, if the load exceeded the standard load plan. So that needed to be examined to the weight of the vehicle on the construction of theAceh province west coast highway by using Weigh In Motion (WIM). The goal is to identify the actual condition of the vehicle burden on the construction of roads (traffic volume and axle load) which occurred on roads Bts. Kota Banda Aceh-Aceh Barat and to reviewgovernment policy to the road maintenance management and to instruct management of road infrastructure maintenance. This studywas located at Simpang Rima point. The research method was descriptive- analysis, Weigh In Motion was used as the primary means of data collection. The data measured by WIM, including the data types of vehicles, speed, vehicle length, weight and configuration of the vehicle wheelbase. The data was analyzed to obtain the value of Destroyer Road factor (Vehicle Damage Factor - VDF) of each type of vehicle. From the results of flattenering during the measurement of axis load it was obtained the average of Equivalent Standard Axles (ESA) factor of each type of vehicle for each road was being reviewed. Results of this study are indicative of the occurrence of overloading the vehicle 2-axis and 3-axis truck type. It indicated that the direction of road maintenance was appropriate with the direction of government policy. The Value of International Roughness Index (IRI) are in the good category is between 4- 8, precisely 5.03. While the value of Surface Distress Index (SDI) was less than 50 m / km.Abstrak: Infrastruktur jalan memegang peranan penting sebagai prasarana transportasi darat di Aceh. Mobilitas arus transportasi lintas Barat Provinsi Aceh terus meningkat tiap tahunnya. Sehingga konstruksi jalan dari waktu ke waktu mengalami pembebanan (volume lalulintas dan beban sumbu) yang terus meningkat. Penambahan beban lalulintas mengakibatkan tingkat kerusakan terhadap konstruksi jalan semakin meningkat. Kerusakan dini dengan segera dapat terjadi, apabila beban lalulintas melebihi beban standar rencana. Sehingga perlu dilakukan kajian terhadap beban kendaraan pada konstruksi jalan lintas Barat Provinsi Aceh menggunakan Weigh In Motion(WIM). Tujuannya untuk mengidentifikasi kondisi aktual beban kendaraan pada konstruksi jalan (volume lalulintas dan beban sumbu) yang terjadi pada ruas jalan Bts. Kota Banda Aceh-Aceh Barat dan mengkaji kebijakan pemerintah terhadap manajemen pemeliaraan jalan serta mengarahkan manajemen pemeliharaan infrastruktur jalan. Penelitian iniberlokasi pada ruas jalan titik Simpang Rima. Metode penelitian adalah analisis deskriptif, Weigh In Motion digunakan sebagai alat pengumpulan data primer. Data yang diukur oleh WIM antara lain data jenis kendaraan, kecepatan, panjang kendaraan, konfigurasi berat dan jarak sumbu kendaraan. Data yang diperoleh kemudian dianalisis untuk memperoleh nilai Faktor Perusak Jalan (Vehicle Damage Factor VDF) dari tiap jenis kendaraan. Dari hasil perataan selama pengukuran beban sumbu diperoleh faktor Equivalent Standard Axle (ESA) rata-rata dari setiap jenis kendaraan untuk masing-masing ruas jalan yang ditinjau. Hasil penelitian ini adalah indikasi terjadinya overloading pada kendaraan jenis truk 2 sumbu dan 3 sumbu.Hal ini mengindikasikan bahwa arahan pemeliharaan jalanadalah pemeliharaan rutin telah sesuai dengan arahan kebijakan pemerintah. Nilai International Roughness Index (IRI) berada pada kategori baik yaitu antara 4-8, tepatnya dengan nilai 5,03. Sedangkan nilai Surface Distress Index (SDI) lebih kurang dari 50 m/km.
EFISIENSI DAN EFEKTIVITAS PELAKSANAAN STRUKTUR KOLOM ANTARA METODE PRECAST DENGAN KONVENSIONAL Hafnidar A. Rani; Zahrul Fuadi
JURNAL TEKNIK SIPIL Vol 5, No 3 (2016): Volume 5, Nomor 3, Mei 2016
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract:The constructions built by using precast method is very precise used in concrete structure working for many floor buildings  that have the same typical for each floor. It is because the process is easier and more simple compared to using conventional concrete method. The objective of this reserach is to compare the budget and the implementation time of column structure working between precast and conventional concrete method in constructing of the Simple Flats Rent (Rusunawa) in Keudah, Banda Aceh,with the number of column are 207 units and the dimension is 30/50 cm. The total budget needed for precast method is Rp. 710,630,342.53 and for conventional method is Rp. 675,288,351.59. Comparing the total budgets of these two method, we get the efficiency budget is 35,341,990.94. Implementation time needed for column using precast method is 52 days, whereas with conventional methods is 95 days. From those both methods, it is obtained that the time effectiveness is 43 days. We conclude that the time needed to finish the structure column using the precast method is 45.26% faster comparing to other, but the budget needed is 4,97% more expensive comparing to conventional method.Keywords : efficiency, effectiveness,  column structure, precast,  conventional,  rusunawaAbstrak : Pembangunan konstruksi dengan metode precast sangat tepat digunakan pada pekerjaan struktur beton untuk bangunan bertingkat yang memiliki tipikal sama setiap lantainya. Hal ini dikarenakan pengerjaannya lebih mudah dan sederhana dibandingkan dengan menggunakan beton konvensional. Tujuan penelitian ini adalah untuk mengetahui perbandingan biaya dan waktu pelaksanaan pekerjaan struktur kolomantara beton precast dan konvensionalpada Pembangunan Rumah Susun Sederhana Sewa (Rusunawa) Keudah Banda Aceh, dengan jumlah kolom 207 buah dan dimensi 30/50 cm. Total biaya yang dihasilkan dengan metode precast adalah sebesar Rp.710.630.342,53 dan metode konvensional sebesar Rp.675.288.351,59. Dari total biaya kedua metode tersebut, didapatkan efisiensi biaya sebesar Rp.35.341.990,94. Waktu pelaksanaan pekerjaan kolomdengan metode precastdiperoleh selama 52 hari, sedangkan dengan metode konvensional didapat selama 95 hari.Dari kedua metode tersebut didapat efektivitas waktu selama 43 hari. Dengan demikianwaktu penyelesaian pekerjaan struktur kolom dengan metode precast 45,26% lebih cepat, namun biaya sebesar 4,97%  lebih mahal dibandingkan dengan metode konvensional.Kata kunci : efisiensi, efektivitas, struktur kolom, precast, konvensional, rusunawa
EVALUASI KONDISI EKSISTING TAMAN SARI SEBAGAI TAMAN KOTA DI BANDA ACEH Hervia Yudistira; Renni Anggraini; Irin Caisarina
JURNAL TEKNIK SIPIL Vol 4, No 3 (2015): Volume 4, Nomor 3, Mei 2015
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract : Taman Sari is one of public open spaces located in the city center of Banda Aceh. According to city planning, Taman Sari has fulfilled the regulation and standards.  However, its current condition looks unmaintained well. This research aims to evaluate the existing condition of Taman Sari based on city park planning indicators to exploit its role as public space. The method used in this research was qualitative descriptive. Data collection was conducted by doing field oberservation subject to park planning indicators such as: security, safety, healthy, attraction, comfortability, accessibility, and aesthetic.  The analysis results showed that the existing condition of Taman Sari lies between score 1-2, which means worstmediocre. It indicates that the condition of recent facilities in Taman Sari were insufficient, either damaged or unavailable.   Therefore, this study recommends that the local government should take into consideration on Taman Sari, in terms of maintenance and management of the park, so that Banda Aceh city society in particular,  will have more passion in the future, to visit Taman Sari.Keywords : public open space, city park, Taman Sari, Banda Aceh, city park planningAbstrak : Taman Sari termasuk salah satu Ruang Terbuka Publik Kota Banda Aceh yang lokasinya berada di pusat kota. Berdasarkan perencanaan kota, Taman Sari telah memenuhi peraturan dan standar yang ada. Akan tetapi kondisi eksistingnya terlihat tidak rapi dan teratur.Penelitian ini bertujuan untuk mengevaluasi kondisi eksisting Taman Sari berdasarkan indikator perancangan taman kota untuk memaksimalkan fungsinya sebagai ruang publik. Metode yang digunakan dalam penelitian ini adalah deskriptif. Pengolahan data dilakukan dengan melakukan pengamatan langsung dan mengevaluasi kondisi eksisting Taman Sariberdasarkan Indikator Perancangan Taman yang terdiri dari: vegetasi, penerangan, pembatas sub-ruang, jalur pejalan kaki, pagar, tangga/ramp, penutup permukaan, signage, fasilitas aktivitas aktif, tempat duduk, tempat sampah, jalur masuk, dan elemen air. Berdasarkan analisis terhadap kondisi eksisting, Taman Sari memiliki skor 1-2 yaitu buruk-sedang, yang berarti bahwa fasilitas-fasilitas yang ada di Taman Sari kondisinya banyak yang sudah rusak ataupun tidak tersedia. Untuk itu perlu penanganan lebih lanjut dari pemerintah kota agar lebih memperhatikan perawatan terhadap fasilitas yang ada di Taman Sari agar warga Kota Banda Aceh dapat meningkatkan kunjungannya ke Taman Sari. Kata kunci : Ruang Terbuka Publik, Taman Kota, Taman Sari, Banda Aceh, Indikator Perancangan Taman
IDENTIFIKASI KARAKTERISTIK PERMUKIMAN KUMUH GAMPONG TELAGA TUJUH, KOTA LANGSA, ACEH Dini Solehati; Mirza Irwansyah; Irin Caisarina
JURNAL TEKNIK SIPIL Vol 1, No 2 (2017): Volume 1 Special Issue, Nomor 2, Desember 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract: Rapid development of urban settlements is caused by urbanization and population growth resulting in the emergence of slums. One of slums in Kota Langsa located in Gampong Telaga Tujuh. The people who live in groups that build houses without thinking about space for residential supporting facilities. Residential building in the slums is permanent and semi permanent. Most of the houses are on stilts with very limited infrastructure such as lack of road facilities, local drainage, clean water, waste water, and garbage. The income level of the population is very low where most of the population works as fishermen, small traders, and handyman. The purpose of this study is to identify the characteristics of slums in Gampong Telaga Tujuh. The benefits of this research as input for local government and local communities for the preparation of slum-reducing policies, develop a slum settlement strategy by reviewing current conditions and alternative arrangements in the future. The method used in this research is mixed methods, quantitative and qualitative methods and the analysis used is Analytic Hierarchy Process (AHP). The results of the analysis indicate that the identification of slum settlement characteristics is 100% lack of building regularity, not serviced by 80% local road network, no 100% local drainage, no minimum drinking water requirement of 100%, the waste water system is not in accordance with the requirements technical level of 100%, not maintained 100% waste management facilities and infrastructure, and do not have 100% fire protection infrastructure.Abstrak: Pesatnya perkembangan permukiman perkotaan disebabkan oleh pertumbuhan penduduk maupun urbanisasi yang mengakibatkan timbulnya permukiman kumuh. Salah satu permukiman kumuh di Kota Langsa terletak di Gampong Telaga Tujuh.  Penduduk yang hidup berkelompok dan membangun rumah tanpa memikirkan ruang untuk fasilitas penunjang permukiman. Bangunan rumah di permukiman ini berbentuk semi permanen dan tidak permanen. Sebagian besar berbentuk rumah panggung dengan sarana prasarana yang sangat terbatas seperti kurangnya fasilitas jalan, drainase lingkungan, air bersih, air limbah, dan persampahan. Tingkat pendapatan penduduk sangat rendah dimana sebagian besar penduduk bekerja sebagai nelayan, pedagang kecil, dan tukang. Tujuan penelitian ini adalah teridentifikasi karakteristik permukiman kumuh di Gampong Telaga Tujuh. Manfaat penelitian ini sebagai masukan bagi Pemerintah Daerah maupun komunitas lokal untuk penyusunan kebijakan pengurangan kumuh, menyusun strategi penataan permukiman kumuh dengan meninjau kondisi saat ini dan alternatif penataan di masa depan. Metode yang digunakan dalam penelitian ini adalah metode kombinasi (mixed methods) antara metode kuantitatif dan metode kualitatif, dan analisis yang digunakan adalah Analytic Hierarchy Process (AHP). Hasil analisis menunjukkan identifikasi karakteristik permukiman kumuh adalah tidak memiliki keteraturan bangunan sebesar 100%, tidak terlayani oleh jaringan jalan lingkungan 80%, tidak tersedia drainase lingkungan sebesar 100%, tidak terpenuhi kebutuhan air minum minimalnya sebesar 100%, sistem air limbah tidak sesuai dengan persyaratan teknis sebesar 100%, tidak terpelihara sarana dan prasarana pengelolaan persampahan sebesar 100%, dan tidak memiliki sarana prasarana proteksi kebakaran sebesar 100%.
IDENTIFIKASI KERENTANAN BANGUNAN DI KOTA LANGSA AKIBAT BAHAYA GEMPA DAN KELAS SITUS Fajri, Haikal; Irwansyah, Irwansyah; Fahriana, Nina; Basrin, Defry; Al Atas, Zaenal Abidin
JURNAL TEKNIK SIPIL Vol 12, No 1 (2023): Volume 12 Nomor 1 Mei 2023
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v12i1.31884

Abstract

Globally, Aceh Province is an earthquake-prone area, especially earthquakes with an epicenter on land, such as the 2013 in Central Aceh with a magnitude of 6,1; the 2016in Pidie Jaya with a magnitude of 6,5 which damaged more than 10.000 buildings, and killed 85.000 people, according to a report from the Aceh disaster management agency (BPBA).The BMKG recorded an earthquake measuring M 5,3 on 27 September 2018 with the epicenter location on land with a depth of 10 km. Recently on 3 December 2020, an earthquake measuring M 4,9 occurred at a location very close to the previous earthquake. Having this phenomenon, as well as the close distance between the epicenter and the city center, this study aims to identify the risk of vulnerability of residential buildings in the city center to potential earthquakes and class of soil sites (Vs30). The ground motion equation was carried out with scenario of SA to SF soil site class with the epicenter point 22,48 km from the city center at a depth of 10 km. The type of building that has the greatest probability of failure is the C3L, while the sturdiest building is the RM2M type. Therefore, preliminary results indicate that the HAZUS tool has an advantage in estimating the risks and losses that will in the future provide protection to buildings.
PEMODELAN FISIK BENDUNGAN UNTUK PENGAMATAN GARIS FREATIS BERDASARKAN KEMIRINGAN LERENG SEBELAH HULU Azmeri Azmeri; Maimun Rizalihadi; Rima Vinanda
JURNAL TEKNIK SIPIL Vol 3, No 1 (2013): Jurnal Teknik Sipil Volume 3, Nomor 1, September 2013
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Seepage problems that often appeared on a main-dam. The purpose of this study is to observe the flow pattern of phreatic line that occur on the dam body and to count the seepage discharge that come about. This research was conducted using the seepage body model that made from yellowish clay with 70 % levels of density and had 4,9 x 10-7 permeability values which variating upstream slope angle. The amount of upstream slope angle that variated was 41,15°, 46,29°, and 52,74°, whereas the downstream was 50,33°. This model test research utilized 10 mm thick glass vassel with 180 cm length, 44 cm width, and 68 cm high as well as 1 : 25 scale from the old researcher. This research had 3 high water catchment variations, those were 35 cm, 45 cm, and 55 cm. In this research, in the 41,15°, 46,29°, and 52,74° upstream slope angle, only in the 55 cm water catchment condition that meet Cassagrande Method. The amount of discharge produced from the calculation and physical modelling each for are for 41,15°, 46,29°, 52,74° was 6,01 x 10-6 cm3/det and 7,96 x 10-6 cm3/det, 5,37 x 10-6 cm3/det and 7,21 x 10-6 cm3/det, 5,81 x 10-6 cm3/det and 7,65 x 10-6 cm3/det. The discharge differenciation from the calculation result and the research showed that calibration modeling is not yet perfect. The result, obtaining from this study represented that the dam body condition accompanied by variating the upstream slope angle also affects the size of the seepage that occurs.
EVALUASI KINERJA JARINGAN DRAINASE GAMPONG KUTA ATEUH BERDASARKAN KAPASITAS SALURAN TERHADAP PENATAAN RUANG KOTA SABANG Zulaini, Liza; Yulianur, Alfiansyah; Fatimah, Eldina
JURNAL TEKNIK SIPIL Vol 1, No 4 (2018): Volume 1 Special Issue, Nomor 4, Februari 2018
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jts.v1i4.10067

Abstract

Abstract: Gampong Kuta Ateuh is the center of settlement and government office areas concerned to guard its territory against flooding inundation, so it is necessary a representative drainage handling. The purpose of this research is to evaluate the performance of drainage network of Gampong Kuta Ateuh based on channel capacity on existing spatial condition, and to evaluate the performance of drainage network based on channel capacity on Sabang City Spatial Condition. Based on the result of performance evaluation of drainage network at Gampong Kuta Ateuh on existing spatial condition based on channel capacity obtained 2 (two) unsafe channel segment which yield minus value (-) for Qs-QT. Based on spatial arrangement that is at least the proportion of 30% RTH (Green Open Space) of each DTH produces 5 (five) unsecured channel segments, this shows current RTH Kota Sabang 30%. A value of the runoff coefficient (C) has a range between 0,5453 and 0,5025. Spatial arrangement of this research has resulted in many channels damaged by the arrangement of road landscapes that do not follow the Ministerial Decree No.05 / PRT / M / 2012 on Tree Planting Guidance on Road Network Systems. The path of plant on the road should be placed on the edge of traffic lane and pedestrian path, after the pedestrian path then the channel.Abstrak: Gampong Kuta Ateuh merupakan pusat permukiman dan kawasan perkantoran pemerintah yang berkepentingan untuk menjaga wilayahnya terhadap banjir genangan sehingga perlu penanganan drainase yang representatif. Tujuan dari penelitian ini adalah mengevaluasi kinerja jaringan drainase Gampong Kuta Ateuh berdasarkan kapasitas saluran terhadap kondisi tata ruang existing, dan mengevaluasi kinerja jaringan drainase berdasarkan kapasitas saluran terhadap kondisi Penataan Ruang Kota Sabang. Berdasarkan hasil evaluasi kinerja jaringan drainase Gampong Kuta Ateuh pada kondisi tata ruang existing berdasarkan kapasitas saluran diperoleh 2 (dua) ruas saluran yang tidak aman dimana menghasilkan nilai minus (-) untuk Qs-QT. Berdasarkan penataan ruang yaitu minimal proporsi 30% RTH (Ruang Terbuka Hijau) dari tiap DTH menghasilkan 5 (lima) ruas saluran yang tidak aman, hal ini menunjukkan saat ini RTH Kota Sabang 30%. Nilai Koefisien aliran (C) berdasarkan penataan ruang saat ini adalah paling tinggi 0,5453 sedangkan berdasarkan penataan ruang dengan proporsi minimal RTH 30% adalah 0,5025. Penataan ruang dari penelitian ini menghasilkan bahwa banyak saluran yang rusak akibat penataan lanskap jalan yang tidak mengikuti Permen PU No.05/PRT/M/2012 tentang Pedoman Penanaman Pohon pada Sistem Jaringan Jalan. Jalur tanaman pada jalan sebaiknya diletakkan ditepi jalur lalu lintas, yaitu diantara jalur lalu lintas kendaraan dan jalur pejalan kaki. Setelah jalur pejalan kaki kemudian saluran.
STUDI PENGEMBANGAN JARINGAN JALAN PENDUKUNG RENCANA INDUK PELABUHAN (RIP) DI PROVINSI ACEH Mukhlis Ramli; Sofyan M. Saleh; Renni Anggraini
JURNAL TEKNIK SIPIL Vol 1, No 1 (2017): Volume 1 Special Issue, Nomor 1, September 2017
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Syiah Kuala

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Abstract

Abstract : Provincial roads as a primary collector roads, where the existence of ports can not be separated from the transportation system, especially the road network that provides accessibility in support of Aceh's port master plan (RIP), so it is necessary to determine the development priority alternative selection between the handling of the existing provincial road network (alternative 1) and Development of road network (alternative 2) in support of RIP Aceh. The priority of road handling is done by assessing each selection criterion. This assessment is done by the respondents who are competent in the field of road and decision makers in the determination of road handling The analysis results show that the criteria used are criteria that have a value of more than Cut Off limit of 2.786 and calculation of weight and consistency test using Multi Criteria Analysis (MCA) method with Analisys Hierarchical Process (AHP) approach obtained the criteria of effectiveness in supporting the development of the region Regional development (44.9%), the criteria of Equitable accessibility and connectivity (23,6), Integration of road network system hierarchy criteria (17.3%), and the criteria of integration between transportation modes (multi-modal aspect) (14.2%). The analysis result were the value of alternative 1 that  is handling the existing provincial road network (Do Nothing) is 50.937 and the alternative 2  that is new road construction and road status upgrade (Do Something) is 58.602. Therefore alternative 2 (Do Something) is a priority alternative for supporting Aceh Port Master Plan (PMP).Abstrak: Ruas jalan Provinsi merupakan jalan Kolektor Primer, dimana keberadaan pelabuhan tidak dapat dipisahkan dari sistem transportasi khususnya jaringan jalan yang memberikan aksesibilitas dalam mendukung rencana induk pelabuhan (RIP) Aceh, sehingga perlu menetapkan pemilihan alternatif prioritas pengembangan antara  penanganan jaringan jalan provinsi eksisting (alternatif 1) dan pengembangan jaringan jalan (alternatif 2) dalam mendukung RIP Aceh. Pemilihan prioritas penanganan jalan dilakukan dengan menilai setiap kriteria pemilihan. Penilaian ini dilakukan oleh responden yang berkompeten dibidang jalan dan pejabat pengambil keputusan dalam penentuan penanganan jalan Hasil analisis menunjukan bahwa kriteria yang digunakan adalah kriteria yang mempunyai nilai lebih dari batas Cut Off sebesar 2,786 dan perhitungan bobot serta uji konsistensi dengan menggunakan metode Analisis Multi Kriteria (AMK) dengan pendekatan Analisys Hierarchical Process (AHP) diperoleh kriteria Efektifitas  dalam mendukung  pengembangan wilayah (regional  development) (44,9%), kriteria Pemerataan aksesibilitas dan konektivitas antar daerah (accessibility /connectivity) (23,6), kriteria Keterpaduan hirarki sistem jaringan jalan (hierarchical integration) dengan (17,3%), dan kriteria Keterpaduan antar moda transportasi (multi-modal aspect) (14,2%). Dari hasil analisis diperoleh nilai alternatif 1 yaitu penanganan jaringan jalan eksisting provinsi (Do Nothing) sebesar 50,937 dan nilai alternatif 2 (dua)  yaitu pembangunan jalan baru dan peningkatan status jalan (Do Something) sebesar 58,602. Sehingga alternatif 2 (Do Something) merupakan alternatif yang diprioritaskan dalam mendukung Rencana Induk Pelabuhan (RIP) Aceh.

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