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All Journal Jurnal Ilmiah Teknik Sipil Jurnal Ilmiah Desain & Konstruksi Paduraksa : Jurnal Teknik Sipil Universitas Warmadewa Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) REKAYASA Jurnal HPJI (Himpunan Pengembangan Jalan Indonesia) Jurnal Teknik Sipil Fondasi: Jurnal Teknik Sipil Jurnal Rekayasa Sipil dan Lingkungan Briliant: Jurnal Riset dan Konseptual JAST : Jurnal Aplikasi Sains dan Teknologi Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Qua Teknika Inersia : Jurnal Teknik Sipil JMTS: Jurnal Mitra Teknik Sipil Reswara: Jurnal Pengabdian Kepada Masyarakat Journal Innovation of Civil Engineering (JICE) Rekayasa: Jurnal Teknik Sipil Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil Formosa Journal of Applied Sciences (FJAS) Jurnal Civil Engineering Study J-Sil (Jurnal Teknik Sipil dan Lingkungan)
M Sa’dillah
Teknik Sipil, Universitas Tribhuwana Tungga Dewi
Religion Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Physics Social Sciences Transportation Other

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Analisis Kinerja Ruas Jalan Dr. Sutomo Kota Blitar Aprianus Aristo Tanggela; Galih Damar Pandulu; M Sadillah; Rifky Aldilla Primasworo
Formosa Journal of Applied Sciences Vol. 1 No. 3 (2022): August 2022
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjas.v1i3.811

Abstract

Penelitian ini bertujuan untuk mengetahui karakteristik ruas jalan Dr. Sutomo serta mengetahui kinerja ruas jalannya. Penelitian ini menggunakan metode dekriptif dan Pedoman Kapasitas Jalan Indonesia (PKJI, 2014). Hasil penelitian didapatkan nilai Derajat Kejenuhan (DJ) sebesar 0.231 pada hari kerja jam puncak pagi dengan kategori tingkat pelayanan B.  Sedangkan pada jam puncak siang dan sore masing-masing mepunyai nilai Derajat Kejenuhan (DJ) yaitu 0.150 dan 0.111 dengan kategori tingkat pelayanan A. Nilai Derajat Kejenuhan (DJ) pada hari libur kategori puncak pagi, siang dan sore masing-masing 0.068, 0.054 dan 0.064 dengan ketegori tingkat pelayanan A.
Evaluasi Kinerja Simpang Tiga Jl. Trunojoyo – Jl. Kertanegara terhadap Pembangunan Stasiun Kota Baru Malang M Sa'dillah; Rifky Aldila Primasworo; Wilfridus R Riwu Raso
Formosa Journal of Applied Sciences Vol. 1 No. 4 (2022): September 2022
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/fjas.v1i4.1236

Abstract

Pembangunan Stasiun Kota Baru akan memberikan tambahan volume lalu lintas Jl.Trunojoyo - Jl. Kartanegara. Akan menimbulkan permasalahan dalam aspek lalu lintas. Tujuan untuk  mengetahui dampak lalu lintas yang terjadi. Jenis penelitian kuantitatif. Variabel adalah Volume Capacity Ratio, derajat kejenuhan, dan tingkat pelayanan. Pengumpulan data dilakukan dengan survei dan analisis data. Untuk mengetahui kondisi eksisting, jam puncak paling tinggi di ambil pada hari sabtu jam 16:00 – 17:00, total kendaraan 2637 skr/jam. Hasil analisis eksisting dan kinerja di dapat nilai derajat kejenuhan lebih kecil dari 0,75 yaitu 0,72. Dan tundaan yang terjadi yaitu 12,03 det/smp. Kemungkinan peluang antrian kendaraan adalah 21,12% - 42,63% dari derajat kejenuhan yang di dapat maka dapat disimpulkan bahwa jalan masih dapat melayani kendaraan dengan baik.
Pengukuran Kualitas Pelayanan Angkutan Kota Melalui Kinerja Terhadap Kepuasan Masyarakat di Kota Malang Blima Oktaviastuti; Rifky Aldila Primasworo; Pamela Dinar Rahma; M. Sa'dillah; Helena N. Mini
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 5 (2022): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

The transportation aspect is the most dominant sector in making it easier for humans to move places. Like supply and demand, the wheels of frugality cannot be separated from the contribution of transportation. The development of the times has made land transportation increasingly provide public transportation options. Online and conventional transportation compete for passengers, one of which is city transport. This study aims to determine the performance of city transportation on the Arjosari-Mergan-Gadang (AMG) route. The research design used is quantitative using descriptive and survey types. The study was conducted by calculating the number of passengers and AMG public transportation operating on weekdays and weekends. The calculation is carried out by observing at a predetermined location point and participating in becoming an AMG angkot passenger. The data used in this study is of two types, namely primary data and secondary data. Based on the results of the study, it was obtained that the assessment of the performance of AMG route city transportation is classified as a good category. The details of the AMG route assessment include headway, passenger waiting time, frequency, travel time, and load factor on public transportation passenger routes AMG including good categories according to assessment standards. As for the parameters of the number of vehicles operating, service time, travel speed, start and end of service time are included in the category of less. Evaluation and improvement need to be carried out, because if an assessment is carried out per sub-variable, there is still a lack of assessment.
ANALISIS KAPASITAS KEBUTUHAN LAHAN PARKIR DI ISTANA GEBANG KOTA BLITAR Rifky Aldila Primasworo Rifky
Jurnal Qua Teknika Vol 13 No 1 (2023): Maret 2023
Publisher : Universitas Islam Balitar Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35457/quateknika.v13i1.2620

Abstract

Gebang palace museum is one of the tourist attractions in the city of Blitar. Many tourists, both from the city of Blitar and outside the city, visit the museum. Ir Soekarno is the first president of the Republic of Indonesia at this time and lives at the Gebang Palace. The Gebang Palace is located at Jalan Sultan Agung No.59, district, Sananweten Jawa Timur, Blitar City, approximately two kilometers from Bung Karno's grave. The method used in this research is a quantitative method in which the data that has been collected is then grouped and analyzed. This analysis was carried out to determine the need for parking area areas, then data analysis was carried out to determine parking characteristics such as parking time duration, parking volume, parking turnover rate, and parking index (Tamin, 2020), and how the needs or conditions of the Gebang Palace parking lot are 5 years Gebang Palace parking area stands on a land area of ​​approximately 2,100 m2 with a capacity of 60 SRP motorcycles, 48 ​​SRP cars, and 5 SRP buses. by predicting the next 5 years, the number of visitors will be 1922 tourists in 2027 from 915 tourists in 2022 with 103 SRP motorbikes, 48 ​​SRP cars, and 27 SRP buses. cars, and 16 buses.
ANALYSIS OF THE UNSIGNALIZED INTERSECTION OF MUHARTO ROAD, KI AGENG GRIBIG ROAD, AND MAYJEND SUNGKONO ROAD M. Sa'dillah; Pamela Dinar Rahma; Claudius Sebi Tawong
Journal Innovation of Civil Engineering (JICE) Vol 4 No 1 (2023)
Publisher : Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i1.19272

Abstract

Delays that occur at intersections greatly affect the performance of the road network. The more intersections there are, the greater the delay value will be. One of the intersections in Malang City is the three unsignalized intersections of Muharto Road, Ki ageng Gribig Road, and Mayjend Sungkono Road or also called the Kedungkandang intersection which is the research location. The research aims to determine the performance and project problems at the Kedungkandang Intersection. The data used in the study include road geometric data, traffic volume, acceptance gap, population, and vehicle growth. Based on the 1997 MKJI guide, the results of the study show that the Kedungkandang intersection is included in the level of service criteria C (DS 1.52) with an intersection delay value of 23.29 sec /mp. Based on the processing of gap data with the Raff method, the gap value is 15.1 seconds for the morning, 16.3 seconds for the afternoon, and 17.2 seconds for the afternoon, thus indicating that driver behavior must wait for a gap when entering the main road. The projection results with the placement of right-turn prohibition signs and geometric widening of Muharto Road and Ki Ageng Gribig Road obtained a level of service value of B (DS 0.69) with an Intersection Delay Value of 12.40 sec/smp. Keywords: Gap Acceptance; MKJI 1997; Unsignalized Intersection; Delay.
Analisis Pengendalian Waktu Terhadap Produktifitas Kinerja Pada Peningkatan Mutu Jalan Kh. Nawawi Kota Mojokerto M.Sa'dillah -; Andi Kristafi Arifianto; Suparman
Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Vol 5 (2022): PROSIDING SENTIKUIN
Publisher : Fakultas Teknik Universitas Tribhuwana Tunggadewi

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Abstract

Pengendalian waktu yang baik diharapkan dapat membantu pelaksanaan pada suatu kegiatan proyek sesuai dengan waktu yang direncanakan. Salah satunya dengan menggunakan metode analisis nilai hasil. Analisis nilai hasil digunakan dengan tujuan dapat memperkirakan (forecasting) sejauh mana penyelesaian proyek yang dilaksanakan sesuai dengan waktu yang rencana. Tujuan penelitian ini adalah untuk mengetahui bagaimana penerapan Earned Value Analysis (EVA) dalam memperkirakan waktu akhir penyelesaikan proyek untuk setiap minggunya. Metode yang digunakan dalam penelitian in adalah deskriptif dengan durasi pengerjaan proyek selama 15 minggu. Studi ini menghasilkan waktu penyelesaikan proyek lebih cepat dari waktu yang direncanakan. Prakiraan waktu penyelesaikan proyek berdasarkan minggu ke-13 adalah 91 hari (29 November 2019), apabila kita menggunakan perhitungan setiap minggu, prakiraan waktu penyelesaikan proyek berdasarkan perencanaan minggu ke-15 adalah 105 hari (13 Desember 2019). Berdasarkan perbandingan antara nilai ACWS, VAC beserta durasi pekerjaan hingga selesai, maka proyek peningkatan Jalan Kh. Nawawi ini mengalami percepatan 14 hari dari rencana
Karakteristik Penggunaan Plastik PVC (Polyvinyl Chloride) Bahan Tambahan Campuran Aspal Porus M. Sa'dillah; Yurnalisdel; Blima Oktaviastuti; Calvin Charis Christy Nenabu
Inersia: Jurnal Teknik Sipil Vol. 16 No. 1 (2024)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.16.1.8-20

Abstract

Various types of plastik used by the community, including the plastik used by researchers (Polyvinyl Chloride). This type of PVC is plastik waste made from the polymerization process which is found in everyday life. One of the uses of plastik pellets is as an additional material in making asphalt. Porus which will later function as road construction adhesive. This research aims to (1) Determine the Optimal Asphalt Content value for Marshall properties (KAO) for porous asphalt mixtures (2) Characteristics of the Marshall test to determine the ideal asphalt content by adding PVC plastik waste (3) to determine the effect of adding PVC plastik pellets on performance of porous asphalt. The research method uses experimental research in the laboratory. The research will be carried out using the Australian Asphalt Pavement Association (AAPA) 2004 approach method. Testing for optimum asphalt content (KAO), namely at a level of 5%, meets the Asphalt Pavement Association (AAPA 2004) specifications for porous asphalt mixtures. Mixture testing with variations in PVC plastik content of 4% has met Australian specifications (AAPA 2004) including VIM, VMA, Stability, Flow and MQ testing.
KINERJA PERSIMPANGAN TAK BERSINYAL JALAN PANGLIMA SUDIRMAN – JALAN UNTUNG SUROPATI UTARA KOTA MALANG M. Sa'dillah; Arifianto , Andy Kristafi; Bule , Ignasia
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20186

Abstract

The roads hold a vital role in the transportation system in the Province of Papua, especially in the Jayapura area. However, real road conditions often experience a decrease in performance (damage) due to construction failures or deviant utilization. On Koti Road in Jayapura, sometimes vehicles passing it do not match the maximum permissible load. Consequently, excessive loading on the pavement can directly affect the design life of a road section. Therefore, this study aims to analyze the percentages of actual overload on each vehicle class, the increase in the cumulative VDF value, and the decrease in the design life on Koti Road, Jayapura. The research results indicated that the actual overload on Koti Road, Jayapura, obtained 81.06% for group 6a, 43.13% for group 6b, and 40.42% for group 7a. According to the Bina Marga method (1987), the cumulative VDF value increased by 133.8% due to actual excessive load in the field, while based on the NAASRA method (2004), it was 121.2%. In terms of the actual overload effects, the design life decreased by 9,273 years, or 46,365%, from the 20-year design life using the Bina Marga (1987) method, while based on the NAASRA (2004) method, the decrease in design life was 8.7898 years, or 43.949%, from the 20-year life plan. Keywords: Importance Performance Analysis; Facility Feasibility; Field Show Terminal.
EKSPERIMEN PENGGUNAAN BIJI PLASTIK ABS (ACRYLONITRILE BUTADIENE STYRENE) SEBAGAI BAHAN TAMBAHAN CAMPURAN ASPAL PORUS Didakus Thomas Dapa Ole; M. Sa'dillah; Blima Oktaviastuti
Journal Innovation of Civil Engineering (JICE) Vol 4 No 2 (2023)
Publisher : Department of Civil Engineering, Faculty of Engineering, Universitas Islam Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33474/jice.v4i2.20440

Abstract

Increasing the strength of the porous asphalt mixture in the field of road contraction, in this context, porous asphalt is often used as road pavement. ABS plastic pellets (Acrylonitrile Butadiene Styrene) have the same properties as asphalt, namely, thermoplastic has a penetration value equivalent to asphalt pen 60/70, plays an important role in road pavement adhesives as an alternative and has high strength and is resistant to deformation itself. The objective of the experiment was to determine the characteristics of Marshall on optimum asphalt content (KAO) and the effect of adding ABS plastic pellets on the performance of porous asphalt was reviewed based on the Marshall test, Cantabro Loss and Asphalt Flow Down. The research used experimental testing methods in the laboratory. The research was conducted with asphalt pen content of 60/70, namely 4%, 4.5%, 5%, 5.5% 6% and additional levels of ABS plastic pellets 0%, 2%, 4%, 6% and 8%. From the planned grade for the addition of ABS plastic pellets mentioned above, the optimum bitumen content is obtained, namely 6% with a VIM value at 6% content of 23.61%, for a VMA value of 27.20%, for a stability value of 924.95 kg and the flow value obtained was 3.23 mm while the MQ value was 311.15 kg/mm. with standard or parameters namely AAPA 2004(Australian Asphalt Pavement Association).
Performance of Porous Asphalt Mixture Using HDPE (High Density Polyethylene) Plastic Additives Sa'dillah, M.; Oktaviastuti, Blima; Pandulu, Galih Damar; Arifianto, Andy Kristafi; Ndima, Susana Rambu
Jurnal Fondasi Vol 13, No 1 (2024)
Publisher : JURUSAN TEKNIK SIPIL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36055/fondasi.v13i1.22425

Abstract

Efforts are being made to increase the strength or stability of porous asphalt mixtures by adding HDPE plastic waste. The reason for making HDPE plastic added material is that it has the same properties as asphalt, namely thermoplastic has a penetration value equivalent to pen 60/70 asphalt. This study aims to: (1) Describe the characteristics of the constituent materials of porous asphalt mixtures and (2) The effect of adding HDPE plastic to porous asphalt mixtures was reviewed based on the Marshall Test, Cantabro Loss, and Asphalt Flow Down. The research method uses experimental research in the laboratory. The research will be carried out using the Australian Asphalt Pavement Association (AAPA) 2004 approach. The research was carried out with pen 60/70 asphalt content, namely 4%, 4.5%, 5%, 5.5%, and 6% to find the value of asphalt content. optimum, then will be added with a ratio of HDPE material 0%, 2%, 4%, 6% and 8% to the total weight of KAO. The results of the Marshall characteristic analysis for porous asphalt mixtures with varying levels of 2% HDPE have met the specifications on the grounds that all parameters have met the requirements of the Australian Asphalt Pavement Association (AAPA 2004) with a VIM value at 2% content of 18.18%, for a VMA value of 29.40%, while the stability value is 640 kg and the flow value obtained is 2.30 mm while the MQ value is 284.63 kg/mm.
Co-Authors Achmad Wicaksono Achmad Wicaksono Agung, Stefanus Leo Andi Kristafi Andi Kristafi Arifianto Andy Kristafi Arifianto Andy Kristafi Arifianto Aprianus Aristo Tanggela Arifianto , Andy Kristafi Arifianto, Andy Kristafi Arifianto, Andy Kristafi Ayu Chandra Kartika Fitri Azwar, Erizaldy Basri, Moh Hasan Blima Oktaviastuti Blima Oktaviastuti Blima Oktaviastuti Blima Oktaviastuti, Blima Bule , Ignasia Bulu, Kristian Calvin Charis Christy Nenabu Candra Atma Romadhon, Dicky Claudius Sebi Tawong Cruz , Maria Fujiada Da Da Silva , Jenia Hoar Pinto Deni Wahyudi Deojinda A. M. Amaral Diana Ningrum, Diana Didakus Thomas Dapa Ole Egar, Flafianus Elsa, Yustina Roslani Nona Galih Damar Pandalu Galih Damar Pandulu Galih Damar Pandulu, Galih Damar Gualbertus Jandu Helena N. Mini Jemadun, Rosita Oktavia Korneliya Lidya Lazarus Hezron H.U.W Moulaka Leliana , Arinda Leliana, Arinda M. Zainul Arifin M. Zainul Arifin Malo, Yogi Supardan Malo, Yoskario Darman Maria Goreti Ganjom Marselinus Risaldo Lensa Natalino Borromeu Martins Ndima, Susana Rambu Nukar, Maria Sesi Oktaviastuti, Blima Oktaviastuti, Blima Pamela Dinar Rahma Pradiatmo, Elias Primaswo, Rifky Aldila Primasworo , Rifky Aldila Primasworo, Rifky Aldila Rede , Eminensius Vini Yuan Reis, Jose A P Dos Reis A P Dos Rifky Aldila Primasworo Rifky Aldila Primasworo Rifky Aldila Primasworo Rifky Aldila Primasworo Rifky Aldilla Primasworo Rizqi, Utin Winny Servan, Albertus Servan Belawa Suparman Widyastuti, Fikka Kartika Wijaya, Handika Setya wijaya, Handika Setya Wilfridus R Riwu Raso Yurnalisdel Yurnalisdel, Yurnalisdel Yustina , Yustina Nimun Yustina, Yustina Nimun Zainul Arifin, M. Zeliana Fatima Da Silva