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All Journal Jurnal Rekayasa Journal of Science and Applicative Technology PENDIPA Journal of Science Education Portal: Jurnal Teknik Sipil Jurnal Teknik Sipil dan Teknologi Konstruksi Publikasi Riset Orientasi Teknik Sipil (Proteksi) Jurnal SENDI Journal of Infrastructural in Civil Engineering (JICE) Journal La Multiapp Jurnal Pengabdian Masyarakat Bhinneka
Nurwanda Sari
Institut Teknologi Sumatera
Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Earth & Planetary Sciences Economics, Econometrics & Finance Education Engineering Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mathematics Mechanical Engineering Public Health Transportation Other

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ANALISIS DAYA DUKUNG PONDASI BORED PILE PROYEK PEMBANGUNAN RSNTT18-01 PASAR JUM’AT JAKARTA SELATAN Arif, Muhammad Rizki; Aini, Nur Syahidah; Bustam, Hadyan Arifin; Sari, Nurwanda
Jurnal Teknik Sipil dan Teknologi Konstruksi Vol 11, No 2 (2025): JURNAL TEKNIK SIPIL DAN TEKNOLOGI KONSTRUKSI
Publisher : Universitas Teuku Umar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35308/jts-utu.v11i2.13139

Abstract

As urban populations grow, additional housing is urgently needed. The development of housing infrastructure is therefore crucial to supporting the community's daily activities. The Pasar Jumat High-Rise Apartment Development Project (RSNTT18-01) is located on Jalan Sapta Taruna Raya in Lebak Bulus, South Jakarta. One area worked on is the foundation. A foundation is defined as a construction at the base of a structure or building that transfers the load from the upper part of the structure or building to the soil layer below. Every foundation must be able to support loads up to a predetermined safety limit. This study aims to determine the bearing capacity of the piles that can withstand these loads. The RSNTT18-01 project uses a bored pile foundation. The bearing capacity of a bored pile foundation is calculated using bored  Penetration Test (SPT) data. According to the research, the bearing capacity of a bored pile at a depth of 12 meters is 3,8× N, with a structural load (Pu) equal to 6.5647 x 109 N, then one pile cap requires 18 piles.
Efektivitas Edukasi Pemahaman dan Kepatuhan Pengemudi Muda terhadap Marka dan Rambu Lalu Lintas (Studi Kasus SMAN 2 Bandar Lampung) Marina, Bernaditha Catur; Michael, Michael; Prayogi, Galih Rio; Tambunan, Hermon Frederik; Khanza, Ayu Kamila; Nadi, Muhammad Abi Berkah; Pamursari, Nurmagita; Sari, Nurwanda; Setyaji, Arif; Maulidina, Siti; Febriyadi, Febriyadi; Yulianto, Andry; Muttaqin, M Al Ghifary Jundana; Alnikaromah, Sovi; Rochmani, Evi Malyana
Jurnal Pengabdian Masyarakat Bhinneka Vol. 4 No. 2 (2025): Bulan November
Publisher : Bhinneka Publishing

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58266/jpmb.v4i2.830

Abstract

Kegiatan Pengabdian kepada Masyarakat ini bertujuan menganalisis efektivitas program edukasi keselamatan berkendara berbasis sekolah terhadap pemahaman dan kepatuhan siswa SMAN 2 Bandar Lampung terhadap rambu dan marka lalu lintas. Kegiatan dilakukan dengan desain one-group pretest-posttest, melibatkan siswa sebagai pengemudi muda. Instrumen berupa kuesioner pilihan ganda untuk mengukur pemahaman rambu-marka serta skala likert untuk mengukur kepatuhan berlalu lintas. Program edukasi dilaksanakan melalui pemaparan materi, diskusi kasus, dan simulasi sederhana, diikuti posttest pada akhir kegiatan. Output dari kegiatan ini adalah media edukasi keselamatan berkendara, berupa booklet, modul, flyer, dan rambu. Hasil menunjukkan adanya peningkatan nyata skor pemahaman rambu dan marka lalu lintas dari kategori “cukup” saat pretest (70,16 untuk rambu dan 70,20 untuk marka) menuju “baik” saat posttest (83,92 untuk rambu dan 83,90 untuk marka). Uji paired sample t-test menunjukkan peningkatan signifikan secara statistik (p<0,05). Persentase siswa pada kategori tinggi terhadap rambu dan marka- seperti kepatuhan garis henti, larangan melawan arus, dan penggunaan helm standar, juga meningkat secara bermakna. Temuan ini mengindikasikan bahwa edukasi keselamatan berkendara berbasis sekolah efektif meningkatkan pengetahuan dan kepatuhan pengemudi muda terhadap rambu dan marka lalu lintas, serta berpotensi diintegrasikan secara berkelanjutan ke dalam program sekolah.
Signal Coordination Analysis Between Intersection: Case Study Nadi, Muhammad Abi Berkah; Rumandanu, Achmad Vicky; Yudi, Ahmad; Apriwelni, Siska; Sari, Nurwanda; Karunia, Meutia Nadia
Journal La Multiapp Vol. 7 No. 1 (2026): Journal La Multiapp
Publisher : Newinera Publisher

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37899/journallamultiapp.v7i1.2959

Abstract

The increase number of vehicles every year has caused a declining road function and performance, which then causes a high volume of vehicles in Intersection I of Endro Suratmin street – Pulau Tegal street / Pulau Legundi street, Intersection II of Urip Sumoharjo street – Soekarno-Hatta street, and Intersection III of Urip Sumoharjo street – Arif Rahman Hakim street. The distance between intersection I to II is 460 m, and Intersection II to III is 700 m. The distance between these intersections become a factor that lead to unsatisfactory level of comfort for road users, which in turn causes problems. The problem occurs because of the absence of signal coordination between the three intersections which causes traffic jams during peak hours. Therefore, this research will provide alternative solutions to overcome these problems. This research uses data from field surveys including traffic volume, intersection geometry, and traffic signal data. VISSIM software is used to analyze queue lengths and delays in existing conditions and signal coordination planning. In addition, reference methods such as the calculation of the Indonesian Road Capacity Manual, the Webster Method, and the Transportation Research Board in Highway Capacity Manual are also used. As the result of the analysis, it was found that the performance of the three intersections had not been coordinated. In the existing condition, the service level value in each arm reached E service level, only a few arms at the three intersections have C service level with a delay time of 29.58 seconds/vehicle. Therefore, three planning solutions were conducted to coordinate signals between the three intersections using a plan with a new cycle time acquired from the Webster method. Plan I coordinates the signals of the three intersections by using the new cycle time of intersection I at each intersection, Plan II coordinates the signals of the three intersections by using a new cycle time of intersection II at each intersection, and Plan III coordinates the signals of the three intersections in each arms using the new cycle time. Out of the three plans, the first plan is obtained as the best solution for giving a significant reduction in delays with an average service level of B.
DOUBLE TRACK RAILWAY PLANNING ONE THE TRACK KM 309+260 – KM 302+600 SECTION DIVRE IV TANJUNG KARANG: PERENCANAAN JALAN REL DOUBLE TRACK PADA LINTASAN KM 309+260 – KM 302+600 DIVRE IV TANJUNG KARANG febriyadi febriyadi; Arif Setyaji; Exaudi; Nur Anisa Mardhotila; Muhammad Riski Arif; Nurwanda Sari; Siti Maulidina; Hadyan Arifin Bustam
PUBLIKASI RISET ORIENTASI TEKNIK SIPIL (PROTEKSI) Vol 8 No 1 (2026): Vol 8 No 1 Tahun 2026
Publisher : Universitas Negeri Surabaya

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

Abstract

Coal distribution at PT Bukit Asam uses railway transportation. This is considered quite efficient given the capability of trains to carry both passengers and goods in large quantities in a single trip, making it very efficient for mass transportation and logistics distribution over medium to long distances. However, in terms of advantages, trains on a single track face limitations in distance, load, and traffic capacity. Planning a Double Track route offers advantages in addressing issues related to load and traffic capacity. This study aims to find solutions regarding the traffic load on a track by adding a railway line (Double Track) without changing the existing track. The railway route planning is designed based on factors of comfort, safety, security, economy, and environment. The Vertical Alignment planning includes 2 curves with a planned radius of 7000 m and a gradient value of 6.6‰. The material requirements for the planned railway structure consist of R60 Rails (497 units), Double Elastic Fasteners (41,400 units), Concrete Sleepers (10,350 units), Ballast Volume (7,173 ), Ballast Volume (15,897 ), Cut Volume (567,743 ), and Fill Volume (205,269 )    
Co-Authors Akhmad Musalim Ridho Alfarizi, Dava Alnikaromah, Sovi Andry Yuliyanto Apriwelni, Siska Arif Setyaji Arif Setyaji Arif, Muhammad Rizki Bustam, Hadyan Arifin Desliana, Lulu Syahira Exaudi Fadhilah, Muhamad Farras Febriyadi febriyadi febriyadi Galih Rio Prayogi Galuh Pramita Hadyan Arifin Bustam Karunia, Meutia Nadia Khanza, Ayu Kamila Mardhotillah, Nur Anisa Marina, Bernaditha Catur Michael Michael Muhammad Riski Arif Muttaqin, M Al Ghifary Jundana Nadi, Muhammad Abi Berkah Nadi, Muhammad Abi Berkah Nur Anisa Mardhotila nur syahidah aini Nurmagita Pamursari Oktavianto, Alfin Putri Jori, Rahmatika Dwi Putri, Ananda Agneshia Rochmani, Evi Malyana Rumandanu, Achmad Vicky Siti Maulidina Siti, Maulidina Tambunan, Hermon Frederik Yudi, Ahmad Zhafari, Rizaldi