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All Journal Jurnal Transportasi Teras Jurnal The Jurnal Arsip Rekayasa Sipil dan Perencanaan (Journal of Archive in Civil Engineering and Planning) Aceh International Journal of Science and Technology Jurnal Jalan Jembatan
Sofyan M. Saleh
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Agriculture, Biological Sciences & Forestry Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Engineering Environmental Science Transportation

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HUBUNGAN KAUSAL ANTARA VARIABEL SOSIAL-EKONOMI, PERILAKU PERJALANAN TERHADAP LATEN DETERMINAN AKSEPTASI PUBLIK: STUDI KASUS PADA KORIDOR I TRANS KOETARADJA Sugiarto Sugiarto; Sofyan M. Saleh; Renni Anggraini; Cut Mutiawati; Khalida Surya
TERAS JURNAL Vol 9, No 1 (2019): Volume 9, Nomor 1, Maret 2019
Publisher : UNIVERSITAS MALIKUSSALEH

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (250.842 KB) | DOI: 10.29103/tj.v9i1.166

Abstract

Abstrak Transportasi merupakan salah satu sektor yang mengalami kemerosotan seiring dengan laju pertumbuhan ekonomi masyarakat. Kemampuan masyarakat membeli kendaraan pribadi menjadi penyebab ketergantungan pada moda transportasi pribadi di Banda Aceh. Keterbatasan prasarana jalan dan tingginya permintaan perjalanan menyebabkan kemacetan dan naiknya angka kecelakaan. Strategi handal yang telah berhasil meminimalkan dampak negatif kemacetan adalah perpindahan dari moda transportasi pribadi ke moda umum. Langkah ini telah ditempuh di Jakarta dan dipromosikan/diterapkan di kota-kota lain di Indonesia, termasuk Banda Aceh yaitu Trans Koetaradja (TK). Untuk memastikan kebijakan ini tepat sasaran bagi pengguna/masyarakat maka kajian dari bawah (harapan masyarakat) perlu dilakukan guna menangkap dan merumuskan informasi-informasi penting dari para pengguna Trans Koetaradja. Oleh karena itu penelitian ini bertujuan untuk mengkaji persepsi masyarakat terhadap kebijakan TKdengan studi kasus pada koridor 1 (Pusat Kota – Darussalam). Metode pengambilan data yang digunakan adalah Stated Preference (SP) dengan jumlah 150 responden secara acak bertingkat (stratified random sampling). Kuesioner SP berisikan informasi tentang sosial-ekonomi, perilaku perjalanan, dan persepsi responden. Pemodelan yang digunakan adalah Multiple Indicators Multiple Causes (MIMIC) yang parameter regresinya dikalibrasi menggunakan software Lisrel 9.2.Hasil model empiris menunjukkan bahwa terdapat hubungan kausal yang signifikan antara variabel sosial-ekonomi, perilaku perjalanan terhadap laten determinan akseptasi publik kebijakan TK. Hasil menyimpulkan bahwa variabel laten sangat signifikan menentukan penerimaan kebijakan TK. Kata kunci: Trans Koetaradja, Persepsi, Indikator, Laten Variabel, MIMIC, Akseptasi  Abstract Transportation is one of the deteriorating sectors along with the economic growth in the society. The ability of people to purchase private vehicles is a major caused of private mode-dependency in Banda Aceh. The limitations of road infrastructure and the increasing demand to travel caused traffic congestion and increasing in the number of accidents. A well recognized policy that has succeeded in mitigating the negative impact of traffic congestion is shifting their means of transport from the private mode to the public transportation. This step has been taken in Jakarta and promoted and implemented in other cities in Indonesia, including Banda Aceh, namely Trans Koetaradja (TK). To ensure that this policy is effective for the public, a bottom up study is needed in order to capture and formulate important information from TK users. Therefore, this study aims to examine public perceptions in terms of public acceptance toward TK policy, and taken corridor 1 (City Center - Darussalam) as a case study. The data collection method used is the Stated Preference (SP) with a number of 150 respondents collected by using stratified random sampling. The SPquestionnaire contains information about socio-economics, travel behavior, and perceptions of respondents. The modeling used is the Multiple Indicators Multiple Causes (MIMIC) whose regression parameters are calibrated using Lisrel 9.2 software. The results of the empirical model show that there is a significant causal relationship among socio-economic variables, travel behavior and the latent determinants of public acceptability towards TK policy. The results conclude that latent determinants are crucially significant in determining the acceptance of TK policy. Keywords: Trans Koetaradja, Perception, Indicators, Latent Variables, MIMIC, Acceptability
EVALUASI UMUR LAYAN JALAN DENGAN MEMPERHITUNGKAN BEBAN BERLEBIH DI RUAS JALAN LINTAS TIMUR PROVINSI ACEH Syafriana .; Sofyan M. Saleh; Renni Anggraini
Jurnal Transportasi Vol. 15 No. 2 (2015)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (339.934 KB) | DOI: 10.26593/jtrans.v15i2.1729.%p

Abstract

Abstract Road deterioration which occurs faster than the road design life often occurs lately. The objective of this study is to assess the vehicle damage factor caused by excessive load and the effect of excessive load on the pavement design life. This research was conducted with Weigh in Motion and traffic volume surveys. The study was conducted on the station of KM 226 + 075, in the Bireuen - Bts Kota Lhokseumawe road section. Data analysis was performed using the Pedoman Perencanaan Tebal Lapis Tambah Perkerasan Lentur dengan Metode Lendutan. The results showed that the value of Vehicle Damage Factor for excess load condition is 696 % greater the one of normal load conditions. Based on the Cumulative Equivalent Standard Axle analysis, it is known that the road service life is reduced by 4.3 years compared to the design life, which is 10 years. Keywords: excessive load, Weigh in Motion, Vehicle Damage Factor, design life  Abstrak Kerusakan jalan yang terjadi lebih cepat daripada umur desain sering terjadi akhir-akhir ini. Tujuan penelitian adalah mengkaji faktor daya rusak kendaraan yang diakibatkan oleh beban berlebih dan pengaruh beban berlebih terhadap umur desain perkerasan jalan. Penelitian ini dilakukan dengan survey Weigh in Motion dan survei volume lalulintas. Lokasi penelitian adalah pada titik KM 226 + 075 di Ruas Jalan Bireuen - Bts Kota Lhokseumawe. Analisis data dilakukan dengan menggunakan Pedoman Perencanaan Tebal Lapis Tambah Perkerasan Lentur dengan Metode Lendutan. Hasil penelitian menunjukkan bahwa nilai Vehicle Damage Factor untuk kondisi beban berlebih lebih besar 696 % dibandingkan dengan nilai Vehicle Damage Factor untuk kondisi beban normal. Berdasarkan analisis Cummulative Equivalent Standard Axle diketahui bahwa terjadi penurunan umur layan sebesar 4,3 tahun dibandingkan umur desain, yaitu 10 tahun. Kata-kata kunci: beban berlebih, Weigh in Motion, Vehicle Damage Factor, umur desain
PERAN JALAN ALTERNATIF DAN ANALISIS TRANSPORTASI BARANG PASCATSUNAMI DI PROPINSI NANGGROE ACEH DARUSSALAM Sofyan M. Saleh; Ofyar Z. Tamin; Ade Sjafruddin
Jurnal Transportasi Vol. 6 No. 2 (2006)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (289.466 KB) | DOI: 10.26593/jtrans.v6i2.1810.%p

Abstract

Abstrak Transportasi (pergerakan) barang adalah perpindahan barang yang terjadi baik di dalam suatu zona maupun antar zona dalam satuan waktu tertentu. Analisis besarnya perpindahan dapat dilakukan dengan model bangkitan/tarikan antar zona yang merupakan salah satu tahapan dalam proses model empat tahap perencanaan transportasi. Besarnya pergerakan tersebut dapat direpresentasikan dengan Matriks Asal -Tujuan (MAT) ataupun dengan diagram garis keinginan (desire line). Dalam kajian ini diambil kasus transportasi barang di Provinsi Nanggroe Aceh Darussalam (NAD) dimana hampir 95% pergerakan barang dilakukan dengan moda darat (jalan raya), walaupun sebagian besar wilayah NAD berada pada daerah pesisir dimana pergerakan tersebut dapat dilakukan dengan moda laut, namun karena kurangnya prasarana dan sarana maka pergerakan lewat jalan raya tetap menjadi pilihan karena lebih efisien. Pergerakan barang melalui jalan darat di NAD mempunyai kendala geografis daerah akibat minimnya jaringan jalan antar zona. Beberapa ruas jalan telah dan sedang dalam peningkatan, diantaranya adalah ruas jalan Ladia Galaska, dan ruas Geumpang – Tutut. Dalam proses peningkatan kedua ruas jalan tersebut penuh dengan tantangan dan kecaman dari beberapa LSM terutama mengenai isu dampak lingkungan. Namun akibat gempa bumi dan badai tsunami, pola pergerakan berubah secara drastis, banyaknya jaringan jalan yang putus.  Ruas jalan yang tadinya ditentang kini menjadi tumpuan utama dalam distribusi logistik. Untuk itu pada tulisan ini dianalisis distribusi pergerakan barang antar zona sebelum tsunami, dan pasca tsunami, dengan menggunakan model gravity. Hasil analisis menunjukkan bahwa terjadi penurunan pergerakan cukup signifikan antar zona pada beberapa zona pasca tsunami hingga masa rekonstruksi.Kata-kata kunci: Transportasi barang, Jalan Alternatif, Tsunami, Matrik Asal – Tujuan ,model gravity.
DURABILITAS CAMPURAN BETON ASPAL MEMAKAI AGREGAT KARANG GUNUNG DARI SABANG DENGAN BAHAN PENGIKAT ASPAL PEN 60/70 DAN RETONA BLEND 55 Sofyan M. Saleh; Hermansyah .; Renni Anggraini; Alfi Salmannur
Jurnal Transportasi Vol. 18 No. 2 (2018)
Publisher : Forum Studi Transportasi antar Perguruan Tinggi (FSTPT)

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (269.467 KB) | DOI: 10.26593/jtrans.v18i2.3042.127-134

Abstract

Abstract Durability of asphalt concrete wearing course mixtures affects road pavement construction performance, because it functions as a road surface cover. The high value of stability and durability indicates that the surface layer of the road is strong and resistant to the influence of weather and water. This study was conducted to determine the durability of asphalt concrete mixtures using mountain coral for wearing course asphalt concrete mixtures, using Retona Blend 55 asphalt and Asphalt Pen 60/70 as binders. The results indicate that the physical properties of aggregates are not significantly different when compared with the Bina Marga specification standards. The mixture combination that gives the best value for Marshall Stability, which is 1,373.93 kg, is a combination of 50% Asphalt Pen 60/70 and 50% Retona Blend 55. While the best durability value, which is 90.60%, is obtained by the mixture with Asphalt Pen 60/70 without Retona. Keywords: asphalt concrete, mountain coral, aspal, stability, durability  Abstrak Durabilitas campuran beton aspal lapis aus mempengaruhi kinerja kontruksi perkerasan jalan, karena berfungsi sebagai lapisan penutup permukaan jalan. Nilai stabilitas dan durabilitas yang tinggi memberikan indikasi bahwa lapis permukaan jalan tersebut kuat dan tahan terhadap pengaruh cuaca dan air. Penelitian ini dilakukan untuk mengetahui ketahanan campuran beton aspal yang menggunakan batu karang gunung untuk campuran beton aspal lapis aus, dengan menggunakan bahan pengikat aspal Retona Blend 55 dan Aspal Pen 60/70. Hasil penelitian ini menunjukkan bahwa sifat-sifat fisis agregat tidak berbeda secara signifikan dengan bila dibandingkan dengan standar spesifikasi Bina Marga. Kombinasi campuran yang memberi nilai terbaik untuk Stabilitas Marshall, yaitu 1.373,93 kg, adalah kombinasi 50% Aspal Pen 60/70 dan 50% Retona Blend 55. Sementara nilai durabilitas terbaik, yaitu 90,60%, diperoleh untuk campuran dengan Aspal Pen 60/70 tanpa Retona. Kata-kata kunci: beton aspal, batu karang gunung, aspal, stabilitas, durabilitas
STRATEGI PENGEMBANGAN SARANA DAN PRASARANA EKOWISATA KRUENG JALIN KOTA JANTHO Fachrurrazi Fachrurrazi; Sofyan M. Saleh; Izziah Izziah
Jurnal Arsip Rekayasa Sipil dan Perencanaan Vol 5, No 2 (2022): Jurnal Arsip Rekayasa Sipil dan Perencanaan
Publisher : Prodi Magister Teknik Sipil Unsyiah

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24815/jarsp.v5i2.25480

Abstract

At present, Kota Jantho sub-district has only one representative tourist attraction with visitors' desires, which is Jantho Panorama Park, which was only developed in 2021. Therefore, the tourist attraction Krueng Jalin that is not properly managed must be developed into an eco-tourism object, so that Jantho City has multiple tourism alternatives that are representative of the population and can have an impact on the economic improvement of the region. This study aims to determine the strategy for developing ecotourism facilities and infrastructure in Krueng Jalin. This study uses a qualitative method approach through interviews and quantitative methods through questionnaires. Resource people and respondents targeted to up to 8 people. Data analysis used Strengths Weaknesses Opportunities Threats (SWOT). The results show that the Krueng Jalin ecotourism facility and infrastructure development strategy that needs to be implemented is to develop the potential for ecotourism packages and propose ecotourism facility and infrastructure development activities in Krueng Jalin to the regional government to participate in Local communities are involved in the planning and construction of ecotourism facilities and infrastructure in Krueng Jalin. Krueng Jalin, established an ecotourism management agency, developed decent work programs or business opportunities for local communities, involved the community in ecotourism management, established zones and visiting hours, provided environmental education to local communities and visitors, arranged income sharing and ecotourism marketing products.
An assessment of The Capacity Drops at The Bottleneck Segments: A review on the existing methodologies Sugiarto Sugiarto; . Lulusi; Sofyan M. Saleh
Aceh International Journal of Science and Technology Vol 4, No 2 (2015): August 2015
Publisher : Graduate Program of Syiah Kuala University

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1017.751 KB) | DOI: 10.13170/aijst.4.2.2544

Abstract

The term of capacity is very useful to quantify the ability of transport facilities in terms of carrying traffic. The capacity of the road is an essential ingredient in the planning, design, and operation of roadways. It is desirable for traffic analyst to be able to predict the time and places where congestion will occur and the volumes to be expected. Most of urbanized areas have been experiencing of traffic congestion problems particularly at urban arterial systems. High traffic demand and limited supply of roadways are always the main factors produced traffic congestion. However, there are other sources of local and temporal congestion, such as uncontrolled access point, median opening and on-street parking activities, which are caused a reduction of roadway capacity during peak operations. Those locations could result in reduction of travel speed and road, as known as hidden bottlenecks. This is bottleneck which is without any changes in geometric of the segments. The Indonesian Highway Capacity Manual (IHCM, 1997) is used to assess urban arterial systems till current days. IHCM provides a static method for examining the capacityand does not systematically take into account of bottleneck activities. However, bottleneck activities create interruption smooth traffic flow along arterial streets, which in turns stimulate related problems, such as, excessive air pollution, additional energy consumption and driver’s frustration due to traffic jammed. This condition could happen simultaneously; mostly repetitive and predictable in same peak hour demands. Therefore, this paper carefully summarize on the existing methodologies considering required data, handled data processing and expected output of each proposed of analysis. We further notice that dynamic approach could be more appropriated for analyzing temporal congestion segments (median opening, on street parking, etc.). Method of oblique cumulative plot seems to be more applicable in terms of convenient, surveying tool and the accuracy of analysis. This method is easy to handle and powerful in identifying flow and speed fluctuations during breakdown occurs
TIPIKAL EVALUASI EKONOMI UNTUK PENINGKATAN STATUS JALAN Natalia Tanan; Sofyan M. Saleh; Muhammad Isya; Bakauddin Bakauddin
Jurnal Jalan-Jembatan Vol 27 No 3 (2010)
Publisher : Direktorat Bina Teknik Jalan dan Jembatan

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

Abstract

Road as a part of national transportation system has an important role in the economic growth of a region. Therefore, road transportation must arranged to manifest service reliability and integrity with other transportation mode. To produce transportation network taht can give efficiently geography scale of transportation service from global to local, conversely. In this paper, conducted economy evaluation of road status upgrading. The links that be evaluated: the road of kabupaten/kota in Province Aceh, which is in general the condition of the roads are intermediate and poor. Most of the surface are gravel and soil. With the condition, much area potencies not developed yet. From the analysis, obtaned that in Province Aceh must conducted roads status upgrading. The road that will be upgraded become National road are : 3 link which is located in Kota Banda Aceh and Kabupaten Aceh Besar, and the road that will be upgraded become Province road are 66 links that spread in other Kota/Kabupaten unless Simeulue and Sabang. To analyze the economic benefit of the road status upgrading, be used "with and without Project" approach. With existence of this uprading, expected will give benefit for region development and society economy, both direct and inderect benefit. The result of economy evaluation show that upgrading of road status in Province Aceh give value : Nett Present Values = Rp. 797.063.226.209,-, Benefit Cost Ratio = 1,11 ; and Economic Internal Rate of Return = 13,71 % Keyword : region development, road network, road status, economic evaluation, road upgrading
Co-Authors . Lulusi Ade Sjafruddin Bakauddin Bakauddin Cut Mutiawati Fachrurrazi Fachrurrazi Hermansyah . Izziah Izziah Khalida Surya Muhammad Isya Natalia Tanan Ofyar Z. Tamin Renni Anggraini Salmannur, Alfi Sugiarto Sugiarto Sugiarto Sugiarto Syafriana .