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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

Author-ID : 4396193

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 TINGKAT KESELAMATAN RUAS JALAN DITINJAU DARI ASPEK KELENGKAPAN INFRASTRUKTUR (STUDI KASUS : JL RAYA SAMBIGEDE, KEC. SUMBERPUCUNG, KAB. MALANG) Yustina, Yustina Nimun; Yustina , Yustina Nimun; M. Sa'dillah; Pamela Dinar Rahma
Jurnal Qua Teknika Vol 15 No 01 (2025): Maret 2025
Publisher : Universitas Islam Balitar Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35457/quateknika.v15i01.4318

The absence of traffic equipment facilities is the primary cause of accidents in the current field. Following a review of accident data, road equipment, and user behaviour, suggestions are made for the enhancement and installation of facilities, such as speed limit signs, warning signs, fading road markings, and broken supublic street lighting on Sambigede Highway. This research sought to ascertain the degree of road safety and the actions required to improve it. adding street lighting equipment, warning lights, speed restriction signs, and signage for regions that are prone to accidents.

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35457/quateknika.v15i01.4318

Pengawasan Rehabilitasi Saluran Air Jalan Cimedang Kota Blitar Yurnalisdel, Yurnalisdel; Pandulu, Galih Damar; Sa'dillah, M.; Wijaya, Handika Setya; Ningrum, Diana
JAST : Jurnal Aplikasi Sains dan Teknologi Vol 9, No 1 (2025): EDISI JUNI 2025
Publisher : Universitas Tribhuwana Tunggadewi Malang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33366/jast.v9i1.7217

An effective strategy to improve the drainage system on Cimedang Street by integrating local expertise and resources can reduce the negative impacts of rainwater accumulation. A collaborative approach from local government, universities, and communities is actively involved in building effective drainage solutions in Bendo Village. The targeted community service activity is supervising the rehabilitation of the Cimedang Street drainage channel. The supervision results illustrate that the implementation of the Cimedang Street Drainage Channel Rehabilitation is ahead of schedule, which is completed in the seventh week with a cumulative realization of 100% of the cumulative planned weight of 42.33%. Testing of materials such as concrete and aggregates shows results that meet technical specifications and test results with concrete compressive strength of 3 samples with a compressive force of 495.9-530.4 KN with a cylinder compressive strength of 28.06-30.01 MPa. This activity results in an adequate acceleration of time realization of 57.67% and concrete compressive strength test results of20 MPa.ABSTRAKStrategi yang efektif dalam peningkatan sistem saluran air di jalan Cimedang melalui penggabungan keahlian dan sumber daya lokal dapat mengurangi dampak buruk dari akumulasi air hujan. Pendekatan kolaboratif dari pemerintah daerah, perguruan tinggi dan masyarakat yang secara aktif terlibat untuk membangun solusi saluran air yang efektif di kelurahan Bendo. Kegiatan pelayanan masyarakat yang ditargetkan adalah pengawasan rehabilitasi saluran air jalan Cimedang. Hasil pengawasan menggambarkan pelaksanaan Rehabilitasi Saluran Air Jl. Cimedang lebih cepat dari jadwal yaitu selesai pada minggu ke 7 dengan kumulatif relisasi bobot 100% dari Komulatif bobot rencana sebesar 42,33%. Pengujian material seperti beton dan agregat menunjukkan hasil yang memenuhi spesifikasi teknis dan hasil uji dengan kekuatan tekan beton 3 sampel dengan gaya tekan 495,9-530,4 KN dengan kuat tekan silinder 28,06-30,01 Mpa. Kegiatan ini menghasilkan efektifitas percepatan realisasi waktu sebesar 57,67% dan hasil uji kuat tekan beton yang 20 Mpa.

INVESTIGASI PEMANFAATAN LIMBAH BATU DAN SERBUK MARMER SEBAGAI SUBSTITUSI AGREGAT PADA PERKERASAN KAKU M. Sa'dillah; Arifianto, Andy Kristafi; Oktaviastuti, Blima; Jemadun, Rosita Oktavia
JMTS: Jurnal Mitra Teknik Sipil Volume 8, Nomor 3, Agustus 2025
Publisher : Prodi Sarjana Teknik Sipil, FT, Universitas Tarumanagara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24912/jmts.v8i3.33671

Natural resources such as fine and coarse aggregates eventually deplete and are irreplaceable. Therefore, the materials needed to replace aggregates in rigid pavements with marble and stone powder are different. The purpose of this study was to determine the compressive strength and flexural strength of concrete at the ages of seven and twenty-eight days. This study used a quantitative experimental research design. The test objects were reinforced concrete slabs measuring 50 x 12 x 120 with variations of 0%, 15%, 25%, and 35%, as well as cylinders measuring 15 cm and 30 cm. The most ideal value for the compressive strength of used marble powder over a period of 28 days is 15%; the most ideal value for used marble stone is 25%; and only a variation of 0% meets the intended parameters for the combination of used stone and powder. The results of the compressive strength test conducted on marble powder waste concrete, marble stone waste, and a combination of stone waste and powder over a seven-day period did not meet the planned requirements. The flexural strength tests on ordinary concrete yielded deflections of 25% (4.26), 0% (3.93), and 25% (4.71), respectively, using marble powder waste, marble stone, and a combination of stone and powder with maximum load. Abstrak Agregat halus dan kasar merupakan contoh sumber daya alam yang pada akhirnya akan habis dan tidak dapat digantikan. Oleh karena itu, material yang dibutuhkan untuk mengganti agregat pada perkerasan kaku dengan bubuk marmer dan batu berbeda. Tujuan dari penelitian ini adalah untuk mengetahui kuat tekan dan kuat lentur beton pada umur tujuh dan dua puluh delapan hari. Penelitian ini menggunakan desain penelitian eksperimental yang bersifat kuantitatif. Benda uji berupa pelat beton bertulang berukuran 50 x 12 x 120 dengan variasi 0%, 15%, 25%, dan 35%, serta silinder berukuran 15 cm dan 30 cm. Nilai paling ideal untuk kuat tekan bubuk marmer bekas selama periode 28 hari adalah 15%; nilai paling ideal untuk batu marmer bekas adalah 25%; dan hanya variasi 0% yang memenuhi parameter yang dimaksudkan untuk kombinasi batu bekas dan bubuk. Hasil pengujian kuat tekan beton limbah serbuk marmer, limbah batu marmer, dan campuran limbah batu dan serbuk selama tujuh hari tidak memenuhi persyaratan yang direncanakan. Dengan menggunakan limbah serbuk marmer, batu marmer, dan kombinasi batu dan serbuk dengan beban maksimum, diperoleh hasil pengujian kuat lentur pada beton biasa, dengan lendutan masing-masing bervariasi sebesar 25% (4,26), 0% (3,93), dan 25% (4,71).

Analisis Pergerakan Penumpang Angkutan Umum Terhadap Aksesibilitas Di Kota Malang Candra Atma Romadhon, Dicky; Arifianto, Andy Kristafi; M. Sa'dillah
Jurnal Civil Engineering Study Vol. 5 No. 02 (2025): Jurnal Civil Engineering Study
Publisher : Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.34001/ces.v5i02.1513

Public transportation plays a crucial role in supporting urban mobility. In Malang City, public transportation (angkot) faces various challenges, particularly declining service quality and increasing competition from online transportation. This study aims to identify the characteristics of angkot, analyze passenger movement patterns, and plan efforts to improve accessibility. The study employed a quantitative descriptive approach with multiple linear regression analysis using SPSS. Data were collected from 101 respondents at five main terminals using simple random sampling and incidental sampling techniques. The results showed that there were still 17 active routes with MPU/CARRY vehicles with a capacity of 10–12 passengers without a clear departure schedule. Of the 19 bus stops, most were not functioning properly, while angkot fares were not in accordance with regulations. Regression analysis showed that comfort, safety, and facility conditions simultaneously significantly influenced efficiency and connectivity, with a determination value (R²) approaching 1,000. Comfort and safety factors were proven to be dominant in influencing passenger decisions. These findings underscore the need for route evaluation, fleet rejuvenation, and quality improvement so that public transportation services can once again function as an efficient, safe, and easily accessible mode of transportation for all levels of society.

Porous Asphalt Innovation: Evaluation of Marshall Characteristics of Porous Asphalt with Marble Waste as an Additive M. Sa'dillah; Blima Oktaviastuti; Marselinus Risaldo Lensa
Jurnal Teknik Sipil dan Lingkungan Vol. 10 No. 1: April 2025
Publisher : Departemen Teknik Sipil dan Lingkungan IPB

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29244/jsil.10.1.193-202

Transportation is crucial to Indonesia's development, with highways being the main element. Road damage is often caused by low-quality materials, loads, and weather. The modification of asphalt mixtures with additives can improve their stability. Porous asphalt, which is effective in terms of drainage and strength, can improve the road safety. In Tulungagung, marble waste can be used in asphalt mixtures, thereby reducing waste and cost. This study evaluates the use of marble waste in asphalt mixtures, particularly the characteristics of the porous asphalt Marshall. The method used was The Australian Asphalt Pavement Association (AAPA) Marshall with stability parameters, Flow, Voids in Mix (VIM), Voids in Mineral Aggregate (VMA), Cantabro Loss (CL), and Asphalt Flow Down (AFD), with variations in asphalt content of 4.5, 5, 5.5, and 6%. After obtaining the OAC, the test specimens were made with marble fragments and marble powder contents of 15, 25, and 35%. The results showed that the OAC was 5% with Marshall characteristics, namely stability of 1,037 kg, flow of 3.33 mm, Marshall quotient of 311 kg/mm, VIM of 24.96%, and VMA of 27.84%wasmarble frMarshallat a content of 25% Marshall characteristics are stability 509 kg, flow 3.00 mm, Marshall quotient 200 kg/mm, VIM 19.00%, and VMA 50.00%. and marble powder at 15 % content is stability 805 kg, flow 3.00 mm, Marshall quotient 279 kg/mm, VIM 27.00% and VMA 40.00%. All parameters meet the specifications except VIM, which does not meet the specifications because the addition of marble powder reduces voids in the porous asphalt. The AFD value decreases with an increasing percentage of marble fragments and marble powder, affecting the separation of asphalt in the mixture and the permeability value.

FLY ASH AS FILLER USED FOR CHARACTERISTICS OF MARSHALL ASPHALT CONCRETE WEARING COURSE (AC-WC): Penggunaan Fly Ash sebagai Filler terhadap Karakteristik Marshall Beton Aspal Lapis Aus (AC-WC) Sadillah, Muhammad; Zainul Arifin, M.; Wicaksono, Achmad
Jurnal Rekayasa Sipil dan Lingkungan Vol. 2 No. 01 (2018): JURNAL REKAYASA SIPIL DAN LINGKUNGAN
Publisher : Universitas Jember

In an effort to increase the strength of mixed asphalt concrete structure ( AC-WC ) in addition to the use of hot asphalt mixture with new specification, the selection of material type used is very important. In addition to asphalt, both coarse and fine aggregates and fillers are one component in a pavement construction that has a large role. Therefore further research is needed on the influence of temperature variation and percentage of filler fly ash to the modulus of r esilien which is good so that it can be applied and able to overcome the damages. In this research is divided into 3 (three) stages namely (1) the selection of materials; (2) the preparation of the specimen; (3) research and data analysis. Asphalt concrete mixed test (AC-WC) showed that Asphalt Optimum (KAO) content with 5.5% asphalt content with VIM value of 3.70%, VMA of 19.00%, Stability of 1,152.93 kg, Flow of 2.78 mm and MQ of 417.39 kg/mm. The result of mixed asphalt concrete (AC-WC) asphalt with filler fly ash test showed that the optimum mixture content was 7% filler content with VIM value 4,21%, VMA 19,21%, Stability 1326.10 kg, Flow of 3.69 mm and MQ of 360.13 kg/mm. Dalam upaya meningkatkan kekuatan struktur campuran beton aspal lapisan aus (AC-WC) selain perlu adanya penggunaan campuran beraspal panas dengan spesifikasi baru, pemilihan jenis material yang digunakan adalah sangat penting. Selain aspal, agregat baik kasar maupun halus serta filler adalah salah satu komponen dalam suatu konstruksi perkerasan jalan yang mempunyai peranan besar. Oleh karena itu diperlukan penelitian lebih lanjut mengenai pengaruh variasi temperatur dan prosentase filler fly ash terhadap modulus resilien yang baik sehingga dapat diterapkan dan mampu mengatasi kerusakan-kerusakan. Dalam penelitian ini terbagi dalam 3 (tiga) tahapan yaitu (1) tahapan pemilihan bahan; (2) tahap persiapan benda uji; (3) tahap penelitian dan analisis data. Hasil pengujian campuran aspal beton lapis aus (AC-WC) menunjukan bahwa Kadar Aspal Optimum (KAO) yaitu dengan kadar aspal 5,5% dengan nilai VIM sebesar 3.70%, VMA sebesar 19,00%, Stabilitas sebesar 1.152,93 Kg, Flow sebesar 2,78 mm dan MQ sebesar 417,39 Kg/mm. Hasil pengujian campuran aspal beton lapis aus (AC-WC) dengan penggantian filller fly ash menunjukan bahwa kadar campuran optimum yaitu dengan kadar filler 7% dengan nilai VIM sebesar 4,21%, VMA sebesar 19,21%, Stabilitas sebesar 1326.10 Kg, Flow sebesar 3,69 mm dan MQ sebesar 360.13 Kg/m.

ANALISIS KAPASITAS KEBUTUHAN LAHAN PARKIR DI MAKAM BUNG KARNO, KOTA BLITAR Sa'dillah, M.; Primasworo, Rifky Aldila; Bulu, Kristian
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 13 No 2 (2025): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v13i2.3996

The Bung Karno Tomb Area requires adequate parking facilities to accommodate two-wheeled, four-wheeled, dan six-wheeled vehicles. A viral case regarding a parking fee of up to IDR 800,000 for a group of buses at the Bung Karno Tomb Tourism dan Trade Information Center (PIPP) highlights the importance of clear dan transparent parking management (Metrotvnews 2025). This study employs a quantitative approach to analyze parking space requirements dan propose solutions for parking area management. The analysis shows a total of 627 parked vehicles, with an average parking volume of 647 vehicles dan an accumulation of 54 vehicles. The average parking duration is 13 minutes for two-wheeled vehicles, 5 minutes for four-wheeled vehicles, dan 6 minutes for heavy vehicles. Based on data from 100 respondents, 54% were male dan 46% were female, with the highest rate of private vehicle ownership among male respondents. These findings indicate that the increasing mobility of visitors must be balanced with more efficient parking arrangements. Therefore, well-planned dan capacity-appropriate parking management solutions are essential to improve visitor comfort, reduce congestion in the tourist area, dan strengthen the positive image of the Bung Karno Tomb Area as a leading tourist destination in Blitar City.

Karakteristik Aspal Porus Dengan Bahan Tambahan Agregat Yang Menggunakan Limbah Plastik (Low Density Polyethylene) LDPE -, M. Sa'dillah
Inersia: Jurnal Teknik Sipil Vol. 15 No. 2 (2023)
Publisher : Universitas Bengkulu

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33369/ijts.15.2.85-94

Peningkatan perkerasan jalan sangat dibutuhkan dibidang kontruksi jalan dalam konteks ini aspal porus sangat dan sering digunakan sebagai bahan pelapis jalan yang, dalam konsep jalan aspal porus dengan bahan tambahan limbah plastik LDPE (Low Density Polyethylene) berperan penting dalam perekat perkerasan jalan sebagai alternatif dan mempunyai kekuatan yang tinggi dan tahan terhadap deformasi itu sendiri dibanding dengan aspal beton. Adapun tujuan dilakukan penelitian yaitu untuk mengetahui karakteristik Marshall terhadap kadar aspal optimum (KAO) dan dengan bahan tambahan limbah plastik LDPE pada perkerjasan aspal porus. Bahan pengisi aspal porus seperti agregat kasar, halus dan bahan pengisi filler (abu batu). Kadar rencana aspal 4%, 4,5%, 5%, 5,5% 6% dan kadar LDPE 0%, 2%, 4%, 6% dan 8% dilakukan pengujian marshall dengan parameter yaitu AAPA 2004 (Australian Asphalt Pavement Association). Hasil analisis yang ditinjau dari pembahasan karakteristik Marshall terhadap campuran aspal porus dengan bahan tambahan plastik LDPE menyatakan hasil yang diperoleh nilai VIM tertinggi pada kadar 8% dengan memperoleh nilai 23,71% dan yang terendah pada kadar 2% dengan memperoleh nilai 19,37% dan untuk nilai VMA yang tertinggi diperoleh pada kadar 8% sebesar 22,77% dan untuk nilai terendah diperoleh pada kadar 2% sebesar 19,37%.

Aplikasi Building Information Modeling (BIM) Menggunakan Software Tekla Structuresx 2022 Pada Konstruksi Gedung Puskesmas Arjasa, Kabupaten Sumenep, Jawa Timur Wijaya, Handika Setya; Saâ€™dillah, M.; Elsa, Yustina Roslani Nona
BRILIANT: Jurnal Riset dan Konseptual Vol 9 No 2 (2024): Volume 9 Nomor 2, Mei 2024
Publisher : Universitas Nahdlatul Ulama Blitar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28926/briliant.v9i2.1930

In the construction sector, progress in the development of information technology is very rapid, providing many benefits for construction work that has a level of difficulty and complexity in the work process, including the field of AEC (Arobitect Engineering Construction). The data used in this research are primary data and secondary data from the project at the Arjasa health center building project, Sumenep Regency, East Java. Data collection was carried out quantitatively. This data will later be used in modeling using Tekla Stuctures 2022 software. Based on the case study, 3D modeling is carried out starting from the process of making grids, elevations, foot plate and continuous foundations, sloofs, columns, beams and roofs, followed by 4D modeling or Time Schedule where the schedule the work that has been entered into the task manager is then processed using project visualization, and the last is 5D modeling or cost estimation using Tekla Structures 2022 software. Modeling is done by taking the volume results obtained from 3D building modeling using Tekla Structures 2022 software and then calculating it using Excel. The RAB results obtained for the Polyclinic Building were IDR 224,175,887.47 and for the IGD building IDR 214,707,268.24.

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

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