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All Journal Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Media Konstruksi : Jurnal Ilmiah Teknik Sipil PROSIDING SEMINAR NASIONAL CENDEKIAWAN Jurnal Teknik Prosiding Seminar Nasional Pakar Prosiding SENTIKUIN (Seminar Nasional Teknologi Industri, Lingkungan dan Infrastruktur) Jurnal Pensil : Pendidikan Teknik Sipil Stabilita : Jurnal Ilmiah Teknik Sipil Fakultas Teknik Universitas Halu Oleo Kendari Jurnal Tecnoscienza ABIDUMASY : Jurnal Pengabdian kepada Masyarakat Publikasi Riset Orientasi Teknik Sipil (Proteksi) Reaktom : Rekayasa Keteknikan dan Optimasi Journal Innovation of Civil Engineering (JICE) Comsep : Jurnal Pengabdian Kepada Masyarakat Journal of Research Applications in Community Services Jurnal Riset Rumpun Ilmu Teknik (JURRITEK) Fleksibel: Jurnal Pengabdian Kepada Masyarakat Jurnal Teknologi dan Rekayasa Sumber Daya Air Sewagati Amplitudo: Jurnal Ilmu dan Pembelajaran Fisika Scientica: Jurnal Ilmiah Sains dan Teknologi Jurnal Sains Student Research Jurnal Sipil Terapan JURNAL MULTIDISIPLIN ILMU AKADEMIK Konstruksi: Publikasi Ilmu Teknik, Perencanaan Tata Ruang dan Teknik Sipil At-Tahdzib: Jurnal Studi Islam dan Muamalah Jurnal Rekayasa dan Aplikasi Teknik Sipil

Sundari, Titin

Program Studi Arsitektur, Fakultas Teknik, Universitas Lancang Kuning

Author-ID : 3232343

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Sosialisasi PP Nomor 15 Tahun 2021 tentang eraturan Pelaksanaan UU No 06 Tahun 2017 tentang Arsitek Silva, Hendri; masrul, wati; Sundari, Titin
FLEKSIBEL: Jurnal Pengabdian Masyarakat Vol. 3 No. 1 (2022): Edisi April 2022
Publisher : Fakultas Teknik Universitas Lancang Kuning

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31849/4q4gtd35

Kegiatan Pengabdian kepada masyarakat yang berjudul Sosialisasi Peraturan Pemerintah Nomor 15 Tahun 2021, tentang Peraturan Pelaksanaan UU no 06 Tahun 2017 Tentang Arsitek dan Arsitek Berlisensi merupakan bagian dari kegiatan Tri Dharma perguruan tinggi yang di lakukan oleh Tim Pengabdian dosen prodi.Arsitektur Universitas Lancang Kuning . Pengabdian kepada masyarakat ini di latar belakangi oleh telah disyahkannya peraturan pemerintah nomor 15 tahun 2021 tentang Peraturan Pelaksanaan UU no 06 Tahun 2017 Tentang Arsitek , mengingat aturan ini baru dikeluarkan sehingga banyak pihak terkait yang belum memahami tentang aturanan ini khususnya para mahasiswa arsitektur unilak yang notabene merupakan calon arsitek.Mengingat pentingnya aturan ini bagi mahasiswa arsitektur unilak maka diperlukan sosialisasi tentang aturan tersebut. Diharapkan setelah sosialisasi nantinya terjadi peningkatan pemahaman pada mahasiswa tentang peratuan pemerintah nomor 15 tahun 2021 ini.Pengabdian tim dosen di lakukan terdiri dari tiga tahapan yakni tahapan awal atau tahapan persiapan, tahap pelaksanaan serta tahap pelaporan. Pengabdian yang berbentuk sosialisasi atau penyuluhan ini memberikan pemahaman tentang berbagai hal yang terkait dengan arsitek.

SOSIALISASI DAN PENERAPAN BUDAYA K3 PADA PROYEK FIBER TO THE HOME (FTTH) DI PERUSAHAAN INTERNET SERVICE PROVIDER Afiatna, Fatma Ayu Nuning Farida; Nur Muflihah; Titin Sundari; Sumarsono; Terdy Kistofer; Andhika Mayasari; Minto
ABIDUMASY Vol 6 No 2 (2025): ABIDUMASY : JURNAL PENGABDIAN KEPADA MASYARAKAT
Publisher : Lembaga Penelitian dan Pengabdian kepada Masyarakat

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33752/abidumasy.v6i2.10344

The development of Fiber To The Home (FTTH) networks in the telecommunications sector carries significant occupational safety and health (OSH) risks due to field activities and the use of technical equipment. This community service aims to promote and implement an OSH culture in the FTTH project of PT. Garuda Media Telematika in Jombang Regency, East Java. To assess the effectiveness of the awareness program, qualitative descriptive analysis was employed through semi-structured interviews, participatory observation, and document analysis. The results indicate that worker participation in OSH awareness sessions reached 90.91%, with full compliance in using helmets and safety vests but lower adherence to wearing gloves (75%) and safety shoes (87.5%). Field observations revealed that OSH practices are in the moderate-to-good category, with main challenges including limited involvement of contract technicians, availability of certain personal protective equipment (PPE), and project target pressures. Management commitment, the existence of standard operating procedures (SOPs), and the role of supervisors were identified as key supporting factors, while technicians’ perception of OSH importance still requires improvement. These findings highlight the need for onboarding training, provision of ergonomic PPE, and strengthening the OSH culture through supervision and exemplary leadership. Implementing these recommendations is expected to enhance workplace safety and ensure the sustainable quality of FTTH projects.

ANALISIS PERCEPATAN WAKTU TERHADAP BIAYA DENGAN METODE TIME COST TRADE OFF (Studi Kasus Proyek Pembangunan Gedung Islamic Center Kec. Rimbo Bujang Kab. Tebo Provinsi Jambi) ., Taufiq; Nugroho, Meriana Wahyu; Yulianto, Totok; Sundari, Titin
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.v13i2.3676

Cost and time are critical factors in construction projects. Therefore, it is essential to determine the optimal cost and time by performing Crashing on activities within the critical path. The analysis begins by identifying the critical path using the Critical Path Method (CPM), followed by crashing the activities on the critical path. In this study, acceleration is achieved through three alternatives: adding 2 hours of overtime (alternative 1), increasing the workforce (alternative 2), and adding a night shift (alternative 3). The determination of the optimal cost and time is based on two key variablel cost and time utilizing Euclidean, analysis to identify the most efficient trade-off between the two.. The analysis reveals that the most optimal alternative is alternative 2 (increasing the workforce). The project's normal completion time is 210 calendar days with a cost of IDR 4,483,505,000 By applying Crashing, the project completion time is reduced to 148 calendar days, resulting in a time saving of 62 calendar days. However, this acceleration increases the cost to IDR 4,583,211,000 an additional IDR 99,705,000 Thus, alternative 2 is considered optimal compared to alternatives 1 and 3 in terms of cost and time.

Analisis Perencanaan Jaringan Distribusi Air Bersih (Studi Kasus Desa Balongdowo Kecamatan Candi Kabupaten Sidoarjo) Andi Dwi Kurniawan; Rahma Ramadhani; Meriana Wahyu Nugroho; Titin Sundari
Scientica: Jurnal Ilmiah Sains dan Teknologi Vol. 2 No. 2 (2024): Scientica: Jurnal Ilmiah Sains dan Teknologi
Publisher : Komunitas Menulis dan Meneliti (Kolibi)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.572349/scientica.v2i2.956

Desa Balongdowo terletak di Kecamatan Candi Kabupaten Sidoarjo. Wilayah ini belum memiliki akses pasokan air bersih bagi penduduknya. Penelitian ini bertujuan untuk mengevaluasi debit air, merencanakan sistem pipa, dan menyusun anggaran biayanya guna memenuhi kebutuhan air bersihnya Desa Balongdowo. Simulasi distribusi air bersih menggunakan program Epanet 2.2, dengan sumber air umbulan memberikan suplai sebesar 48,51 liter per detik. Kebutuhan air rata-rata Desa Balongdowo adalah 13,152 liter per detik. Hasil simulasi menunjukkan bahwa distribusi air dapat terpenuhi dengan syarat teknis tekanan 0,1 – 8 atm dan kecepatan 0,1 – 2,5 m/dt. Desain pipa distribusi air bersih terbagi menjadi 3 area dengan 82 Junction, menggunakan pipa PVC ∅3" sepanjang 6.792 meter, pipa PVC ∅4" sepanjang 2.010 meter, pipa PVC ∅6" sepanjang 500 meter, dan pipa PVC ∅8" sepanjang 100 meter. Rencana Anggaran Biaya (RAB) konstruksi fisik untuk jaringan pipa ini mencapai Rp. 3.363.006.441 dengan PPN 11%, sehingga total RAB yang diperlukan adalah Rp. 3.372.937.000.

ANALISIS STRUKTUR GEDUNG RUMAH SAKIT TOELOENGREDJO BERDASARKAN SNI 2847 : 2019 Muhammad Babul Uyun; Titin Sundari; Totok Yulianto; Agus Wiyono
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 1 No. 2 (2022): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Rumah sakit Toeloengredjo terletak di Kecamatan Pare, Kediri dengan luas bangunan sebesar ±981,199 m2 yang memiliki ruang klinik pada lantai satu dan dua, dan ruang meeting room pada lantai 3. Gedung Rumah Sakit Toeloengredjo mengacu pada SNI 2847 : 2013, SNI 1727 : 2013, dan SNI 1726 : 2012. Dalam tugas akhir ini gedung Rumah Sakit Toeloengredjo di analisis dengan SNI 2847 : 2019, SNI 1727 : 2018, dan SNI 1726 : 2019. Struktur atas terdiri dari kolom, balok dan pelat, sedangkan sloof dan pile cap dengan pondasi tiang pancang adalah struktur bagian bawah. Dengan menggunakan software SAP 2000 untuk analisis struktur diperoleh hasil perhitungan yaitu struktur pelat tipe S1 ø10 – 150 mm, balok tipe B.1 5 D16 dan 4 D16, kolom tipe K.1A 12 D19.

DESAIN MODIFIKASI STRUKTUR BALOK DAN PELAT LANTAI MENGGUNAKAN METODE PRACETAK Andik Nur Azis; Titin Sundari; Meriana Wahyu Nugroho; Totok Yulianto
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 1 No. 2 (2022): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Beton pracetak merupakan suatu teknologi konstruksi dimana pada saat proses pendesainan maupun pembuatan dilakukan secara fabrikasi pemasangannya sendiri harus diawasi oleh tenaga ahli karena pada saat proses penyambungan elemen pracetak tidak boleh salah supaya sambungan antar struktur pracetak jadi solid dan tidak ada keretakan, bangunan rumah susun pondok pesantren Darusa’adah di Kabupaten Kebumen Jawa Tengah merupakan bangunan yang didesain menggunakan sistem pengecoran di lokasi, elemen struktur balok dan pelat yang akan dimodifikasi ke elemen pracetak. Sistem struktur yang akan di pakai pada proses analisis perhitungan bangunan gedung adalah Sistem Rangka Pemikul Momen Khusus (SRPMK), perencanaan struktur bangunan gedung ini akan mengacu pada peraturan SNI 2847-2013, SNI 1727-2013, SNI 1726-2012 dan SNI 7833-2012, sambungan yang akan dipakai untuk penyatuan antar elemen pracetak adalah sambungan basah. Berdasarkan perhitungan modifkasi struktur didapatkan hasil untuk Tebal Plat = 14 cm untuk perhitungan balok G1.1 didapatkan dimensi 25cm x 45cm, dan G1.2didapatkan 25cm x 50cm untuk perhitungan kolom K1 didapatkan hasil dimensi 50cm x 30cm dan untuk kolom K2 40cm x 30cm, sedangkan pada perhitungan sambungan antar struktur pracetak didapatkan hasil untuk konsol pendek dengan dimensi 55 cm x 30 cm x 30 cm dengan jumlah tulangan utama 7 D16 sedangkan Tulangan sengkang / pengikat 4 D13 dan untuk tulangan stud plat ke balok di dapatkan hasil D10 – 150 mm.

Perencanaan Jalan Rigid Pavement Pada Kawasan Perumahan Bunda Asri Kecamatan Bandarkedungmulyo Kabupaten Jombang Ahmad Irwan Hanafi; Totok Yulianto; Titin Sundari
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 2 No. 2 (2023): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v2i2.1545

. In fulfilling occupancy eligibility, it is necessary to support facilities and infrastructure. The Bunda Asri housing complex, located in Bandarkedungmulyo, has a land area of 32 hectares with a planned construction of 3,000 residential units with 8 types of housing. Residential areas must have infrastructure with a minimum road width of 6 meters as stated in article 15 paragraph 3 of the 2019 Jombang Regency Regional Regulation concerning road infrastructure in residential areas. In this study, the planning used the pd T-2003 method which aims to determine the structure of the rigid pavement of the road at Bunda Asri housing. The results of this study are two types of roads, namely village roads and local roads. On rural roads, the thickness of the rigid pavement layer is 165 mm, the specification for the width of the plate is 2x3.5 m, the length of the plate is 4 m, and the tie rods use D13 threaded reinforcement (0.13 cm), 57.3 cm long, 0.75 cm spacing without using dowel spokes. Whereas for local roads, the thickness of the rigid pavement layer is 170 mm, the specifications for the width of the plate are 2x5 m, the length of the plate is 4 m, and the reinforcement thread D13 (0.13 cm) is used as tie rods, the length is 70 cm and the spacing is 0.75 cm using dowel spokes.

Analisis Waktu dan Biaya Berdasarkan Acuan Produktivitas Lapangan Menggunakan Metode Estimasi Biaya Aktual Rahmat Tri Prasetya; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 2 No. 2 (2023): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v2i2.1570

The improvement of the Cukir-Jombang road section requires heavy equipment. There is an increase in the road section at the STA. 0+000-STA. 0+936 and STA. 1+912 – STA. 2+790. In order to obtain cost and time efficiency, it is necessary to analyze the productivity of heavy equipment. This study uses the field productivity method with the aim of knowing the maximum productivity of heavy equipment and asphalt costs starting from STA 0+000 to completion. The results of this study obtained the rental time of heavy equipment for 8 hours with the number of each heavy equipment Asphalt Finisher 2 units, Dump Trucks 20 units, Tandem Roller 3 units, Pneumatic Tire Roller 2 units, Asphalt Sprayer 1 unit. Meanwhile, the cost of renting heavy equipment is IDR 4,180,000.00 for Asphalt Finisher, IDR 34,200,000 for Dump Trucks, IDR 5,700,000.00 for Tandem Rollers, IDR 3,800,000 for Pneumatic Tire Rollers, and IDR 532,000 for Asphalt Sprayers.

Analisis Penanganan Kerusakan Jalan Menggunakan Metode Bina Marga dan Pavement Conditional Index (PCI) Pada Ruas Jalan Kabuh - Tapen Dimas Ubaidillah; Totok Yulianto; Meriana Wahyu Nugroho; Titin Sundari; Rahma Ramadhani
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 2 No. 2 (2023): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v2i2.1733

The Kabuh – Tapen thruway is included within the category of Course III Collector road type which may be a interfacing street between Kabuh and Tapen streets. In this ponder, the point was to get the esteem of the harm list along the Kabuh - Tapen street. as a work reference and sort of street harm dealing with. Analysts will utilize the PCI and Bina Marga 1990 strategies as a reference. From the examination of the condition of the Kabuh – Tapen street segment on unbending asphalt at STA. 0+000 – 7+340 based on the Asphalt Condition Record (PCI) strategy, a esteem with an normal of 99% is gotten, demonstrating that the asphalt is in exceptionally great condition. On the adaptable asphalt at STA. 7+340 – 9+234, an normal esteem of 40% is gotten, showing that the street asphalt is in a awful condition. The comes about of the Bina Marga strategy on unbending asphalts gotten a priority order esteem of 7 so that the street is included within the schedule support program, whereas on flexible asphalts a need arrange esteem of 3 is gotten, hence it is included within the street enhancement program.

Analisis Penjadwalan Pekerjaan Tanah (Land Clearing) Menggunakan Precedence Diagram Method, Pada Proyek Perumahan Bunda Asri Karangdagangan, Jombang Andim Rendy Setiawan; Totok Yulianto; Titin Sundari; Rahma Ramadhani; Meriana Wahyu Nugroho
JURNAL RISET RUMPUN ILMU TEKNIK Vol. 2 No. 2 (2023): Oktober : Jurnal Riset Rumpun Ilmu Teknik
Publisher : Pusat riset dan Inovasi Nasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55606/jurritek.v2i2.1735

Land work (land clearing) in the Bunda Asri housing development project was carried out to meet the contours of the land so as to reach the planned contours, according to housing project data the volume of excavation work (cut) was 374,758.15 m³ and heap (fill) was 323,320.39 m³. The volume of excavation (cut) and embankment (fill) is divided into five sections of the earthwork area with a duration of work completion of 90 calendar days. Time constraints are the reason for project or work activities to be right on plan. Scheduling in this study uses the precedence diagram method (PDM) and is assisted by Microsoft Project software. A network that has definite dependencies and can be used in projects with overlapping activities between one another's work is called PDM. The results of the research analysis used the PDM method for the construction of Bunda Asri housing, namely 81 calendar days. which is faster than the estimate of the housing developer which lasted 90 calendar days. This happened because the grouping of work with a work breakdown structure and predecessors reduced the duration time and did not precede each other among other works.

Co-Authors A'izzatul Khiyana Abdiyah Amudi, Abdiyah Abdul Ghoffar Aljabari Abdul kholil Achmad Imam Agung Afnan Ashiddiq Virgatara Setyawan Agus Basri Saptono Agus Wiyono Ahmad Dhiyaur Rahman Ahmad Irwan Hanafi Amudi , Abdiyah Andi Dwi Kurniawan Andik Nur Azis Andik Purwanto Andim Rendy Setiawan Arrozaq, Muhammad Arif A’izzatul Khiyana Benny Hermawan Boby Samra Candra Prasetyo Dasega Arya Eka Cipta Dimas Ubaidillah Dimyati, Yayat Dita Irtanti Febrianita Eko Risdianto Fahrisal Gunawan Fakhri Nur Khalid Falah, Febri Fajrul Fernando Putra.A Fingki Fingki Hamdan Yasid, Hamdan Hendri Silva Hendri Silva Hendri Silva, Hendri Ihsan Kurniawan Imamatul Ummah Imbardi Imbardi Khiyana, A’izzatul kholis , Nur Lubis, Syawaluddin Efendi Madu Sonia Masrul, Wati Mayasari , Andhika Minto Mohammad Johan Mohammad Nur Fatta Muzzakki Mohd. Fauzi Muflihah, Nur Muhamad Fauzan Endar Muhammad Babul Uyun Mutrofin, Akmam Nailul Izzati Nugroho, Meriana Wahyu Prastiyo, Muhammad Prista Wahyuningsih Putri Wulansari Rahardjo, Fadjar Wahyu Rahma Ramadhani Rahmat Tri Prasetya Ramadhani , Rahma Rohmat Hidayat Romadhon Tri Anggoro Safi Faozi Sakti Sakti Saputra, Zhadam Galang Shinta Intan Putri Suci Ramadhani Sumarsono Surya Surya Syarifah, Faradhina Millatul Maula Tah Sin Hal Taufiq Taufiq Terdy Kistofer Totok Yulianto Totok Yulianto Wahyu , Meriana Wahyu Prasetyo wati masrul Yulianto , Totok

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