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Jurnal Teknik Sipil Cendekia (JTSC)
Published by Universitas Winaya Mukti
ISSN : 27236552     EISSN : 27233375     DOI : https://doi.org/10.51988/vol1no1bulanjulitahun2020
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
JTSC: Jurnal Teknik Sipil Cendekia is published by Civil Engineering Study Program, Faculty of Engineering, Planning and Architecture, University Winaya Mukti. This peer-reviewed journal is designated to publish articles that report the results of research in civil engineering science. JTSC: Jurnal Teknik Sipil Cendekia invites particularly manuscripts or research-based articles in the diverse topics include functional areas of Transportation Engineering, Structure, Design road and Bridge, Geotechnic, Management Project, Contruction Management, Hydrology and Water Resources, Information Civil Technology (ICT), Entrepreneurship Civil Engineering and Engineering Economics. The manuscripts or research-based articles that will be accepted are qualitative, quantitative research and mixed method written either in Bahasa or English. We are the editorial team, welcoming the papers submissions from various audiences or professions such as researchers, academicians, students, practitioners, regulators and others who interested in Civil Engineering studies.
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 63 Documents
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DETEKSI KERETAKAN JALAN ASPAL MENGGUNAKAN METODE CONVOLUTIONAL NEURAL NETWORK ari Wibowo; yusuf yulianto
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.132

Abstract

Road conditions determine the comfort of road users, the comfort of these road users is the responsibility of the Public Works and Spatial Planning Office in each region. Roads are of course an important aspect because roads are the main supporting factor in the social, cultural, environmental fields which are developed in order to achieve an equitable distribution of development between regions and sustainability with regional and economic development approaches. The first step that must be taken by policy makers in seeking comfort for users is to evaluate the quality of roads, including in Indonesia. The evaluation in question includes estimating repairs, required construction, estimating quality. The strategic step in making road quality evaluation steps is to detect road cracks on the surface. One of them is by implementing an intelligent system method in detecting road damage using the Convolutional Neural Network (CNN) algorithm. The input is an image of the road surface in RGB format. The image is obtained from kaggle as many as 2074 images. Based on the results of the tests and evaluations that have been carried out, it can be concluded that the system built has succeeded in producing very good data as evidenced by an accuracy rate of 92.9%.
PAVING BLOCK TANPA SEMEN BERBAHAN LIMBAH PLASTIK Mustakim Mustakim; Asrul Asrul; Asnita Virlayani
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.133

Abstract

The problem of plastic waste that is not handled and managed optimally can cause environmental damage. This study aims to test the compressive strength and water absorption value of paving blocks made of plastic which are designed using a mixed variation of V50-50 (50% sand, 50% plastic), V25-75 (25% sand, 75% plastic) and V0-100 (0% sand, 100% plastic) of the total proportion of the paving block mix. The method is carried out by melting PP (Polypropylene) mineral glass plastic, mixed with sand based on variations, printed according to the size of the paving block and used as a test sample in the form of a dice. The average compressive strength test results show that the sample with the code V25-75 has a relatively higher compressive strength value than V50-50 and V0-100. The average compressive strength value of the sample with code V25-75 is 11.53 MPa, followed by code V50-50 of 9.63 MPa, and the lowest is coded V0-100 of 3.70 MPa. The compressive strength value is influenced by the optimal percentage between sand and plastic, plastic serves as a binder for sand in a mixture of paving blocks. The percentage of water absorption value will continue to decrease along with the addition of plastic waste in the paving block mixture, V50-50 is 1.44, V25-75 is 0.88 and V0-100 is 0.16. This research is expected to be applied by the community to make paving block products, so that it can reduce the amount of plastic waste globally.
LIFE CYCLE COST ANALYSIS OF HOUSEHOLD DESIGN WIRASAKTI HOSPITAL, KUPANG CITY Gregorius Paus Usboko; Merzy Mooy; Sri Santi M L F Seran
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.134

Abstract

Kupang City has development potential because it is still classified as a developing city. In general, the Wirasakti Hospital building construction project in the city of Kupang has implemented the project management concept well, but there are still a number of things that need to be considered in order to use costs efficiently and effectively. The building elements that are reviewed and analyzed are the stair elements in the building project by considering several aspects, namely the cost aspect, the comfort aspect and the aesthetic aspect. This research presents an algorithm for choosing the best alternative field among various stair design structures (staircase types) using Life Cycle Cost. Economic efficiency (removing and replacing secondary functions), landscaping, construction capabilities, function of building elements (replacing systems) are considered in the planning of stair elements. Replacing the system, eliminating and replacing secondary functions are evaluated for each plan for each alternative plan with optimal design taking into account the life cycle cost (LCC). The results of the Life Cycle Cost analysis are obtained as alternative stairs which are selected using stair beam materials with calcide/calcistair, stair plates with hollow iron and glass railings & stainless steel pipes.
PENILAIAN REAL PROPERTI BERUPA TANAH KOSONG DI KOTA DENPASAR PROVINSI BALI I Gusti Agung Ananda Putra
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.135

Abstract

Penelitian ini difokuskan pada real properti berupa tanah kosong. Adapun tujuan dilakukan penilian properti tersebut adalah untuk kepentingan jual beli. Penelitian ini menggunakan pendekatan pasar dan metode perbandingan data pasar. Jenis data yang digunakan adalah data primer bersifat kuantitatif dan kualitatif yang dibagi dalam tiga jenis, yaitu: data umum, data khusus dan data pasar. Hasil penelitian menunjukkan bahwa nilai pasar obyek properti berupa tanah kosong yang berlokasi di Jalan Tukad Citarum Gang FI, Kelurahan Renon, Kecamatan Denpasar Selatan, Kota Denpasar, Provinsi Bali dengan menggunakan metode perbandingan data pasar sebesar Rp. 7.500.000/m2.
RESCHEDULLING PROYEK PERKUATAN STRUKTUR DERGAMA BERLIAN TANJUNG PERAK SURABAYA MENGGUNAKAN MICROSOFT PROJECT Mohammad Rizal Mantovani Rizal
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.136

Abstract

Dalam pelaksanaaan suatu proyek terkadang tidak berjalan dengan baik, karena adanya kendala yang menghambat pekerjaan-pekerjaan yang ada. Salah satu kendala yang sering ditemui dilapangan pada proyek Perkuatan Struktur Dermaga Berlian Tanjung Perak Surabaya adalah kondisi cuaca yang tidak menentu, hal ini dikarenakan dalam melakukan perencanaan awal pihak perencana kurang mempertimbangkan kondisi cuaca yang akan terjadi pada waktu pelaksanaan proyek ini. Dampak yang timbul dikarenakan keterlambatan ini adalah bertambahnya durasi dan anggaran biaya pelaksanaan proyek. Sehingga dalam mengatasi hal tersebut dilakukan rescheduling yang diharapkan menghasilkan jadwal yang logis dan realistis. Banyak metode yang digunakan dalam melakukan penjadwalan, dimana metode tersebut diharapkan dapat mempermudah dalam melakukan perencanaan penjadwalan. Tujuan penelitian ini adalah untuk menghitung hasil durasi yang dibutuhkan dalam pelaksanaan proyek setelah dilakukan reschedulling. Jenis penelitian ini bersifat analitik. Pengumpulan data berupa data sekunder seperti jadwal dan Rencana Anggaran Biaya (RAB) dilakukan dengan meminta langsung data yang dibutuhkan kepada pihak terkait, kemudian dilakukan evaluasi jadwal awal, dilanjutkan dengan penyusunan jadwal baru dengan menggunakan alat bantu Microsoft Project dengan menggunakan metode Critical Path Method (CPM). Hasil dari penelitian ini didapatkan durasi rescheduling selama 99 hari, lebi cepat 22 hari dari durasi rencana awal yang terealisasi yakni 121 hari. Kata Kunci : Reschedulling, RAB, Microsoft Project
ANALISIS PELEBARAN RUAS JALAN CIOMAS - MANDALAWANGI An An Anisarida; Lathifah Nasayyidah Sopian
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.148

Abstract

Roads in Indonesia are constantly improving along with population growth, traffic flow and volume. Roads that have a function as a means of connecting between humans and land use in order to increase road capacity require widening. Jalan Ciomas - Mandalawangi is a provincial road which is always used as an alternative road to get to tourist areas around the site, currently the condition of the existing road width does not match provincial road standards where the minimum width is approximately 8 meters so that handling is needed by widening the Ciomas - Mandalawangi road section to facilitate traffic flow on this road section. The road widening plan uses the Pt-T-01-2002-B/AASTHO 1993 method. From the results of the analysis it can be concluded that the thickness of the Laston surface layer is AC-WC 4 cm, AC-BC 6 cm.
“APLIKASI EARNED VALUE ANALYSIS PROYEK PEMBANGUNAN GEDUNG ASRAMA SISWA TERPADU MAN 1 KABUPATEN CIAMIS” Syapril Janizar; Rima Dian Purnama Putri
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.149

Abstract

Manajemen proyek adalah suatu aktivitas yang didalamnya terdiri atas kegiatan merencanakan, memimpin, mengorganisir, serta mengendalikan sumberdaya organisasi perusahaan untuk mencapai tujuan organisasi yang telah ditentukan dalam jangka waktu tertentu dengan sumber daya tertentu. Studi kasus pada Proyek Pembangunan Gedung Asrama Siswa Terpadu Madrasah Aliyah Negeri 1 Kabupaten Ciamis yang berlokasi di Jalan K.A Fadil II No.53 Kampus Pesantren Darussalam Ciamis Desa Dewasari Kecamatan Cijeungjing Kabupaten Ciamis 46271. Menganalisis proyek menggunakan konsep Nilai Hasil (Earned Value Analysis) yang dititik beratkan pada waktu pelaksanaan Proyek Pembangunan Gedung Asrama Siswa Terpadu Madrasah Aliyah Negeri 1 Kabupaten Ciamis. Mengetahui dan menambah wawasan tentang pengendalian biaya dan waktu pada suatu proyek dengan penerapan Earned Value Analysis. Waktu penyelesaian pekerjaan sudah sesuai dengan rencana pekerjaan sehingga pekerjaan dapat selesai sesuai dengan jadwal
Analisis Pemanfaatan Abu Sekam Padi dan Tempurung Kelapa untuk Bahan Beton Terhadap Sifat Struktural Ida Farida itg; Ismi Purnamasari; Kukun Rusyandi
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.150

Abstract

Concrete is a construction material that was widely used in various structural elements of buildings. Concrete formed from a paste made of cement, coarse and fine aggregate mixed with water. Therefore, rice husk ash is an agricultural-based product that can be used as a cement additive without reducing its strength and durability. In this study, a research was conducted on theanalisys of the combined substitution between rice husk ash and coconut shell on the structural properties and composition of concrete. Rice husk ash in normal size can be used for fine aggregate, and coconut shell flakes as coarse aggregate. Variations of concrete mix are 15%, 20% and 25%. As a substitute for concrete, the material was characterized using the modern equipment available, namely X-ray Fluorescence (XRF) and X-ray Diffraction (XRD). The results of XRD and XRF on the two substitution materials showed that the highest concentration was SiO2. Rice husk ash has an SiO2 of 85.65%, while in coconut shell it is 23.79%. Then a method of mixing all the ingredients to be made into concrete was tested mechanically to determine the compressive strength Furthermore, the XRD results of the concrete showed that there were amorphous and crystalline silica phases. The XRF results of the concrete material show that the Silica element is still present in the concrete which indicates it will strengthen the concrete structure. So in this study, rice husk ash and coconut shell ash can be used as a substitute for concrete
ANALISIS EFEKTIVITAS PENGGUNAAN ALAT BERAT PADA SUATU PROYEK KONSTRUKSI (Studi Kasus : Pembangunan Kolam Retensi Wilayah Sirnaraga – Kota Bandung) Syapril Janizar; Aldy Ardianto; Felix Setiawan
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.151

Abstract

This research is motivated by the need to observe and analyze the efficiency of using heavy equipment in the retention pond construction project in the Sirnaraga area. The purpose of this study was to determine the production capacity of heavy equipment used, the efficiency factor of heavy equipment and to analyze the effect of the efficiency factor on the production capacity of heavy equipment. The method used in this research is descriptive analytic method which focuses on solving actual problems, where the data collected, compiled, explained and analyzed. The results showed that the production capacity of heavy equipment for excavators was 52.14 m3/hour, dump truck was 11.60 m3/hour, stamper was 540.00 m3/hour, vibrator concrete was 750 m3/hour, portable concrete mixer pump was 83 m3/hour, and hydraulic truck crane of 10.384 tons/hour; efficiency factor of heavy equipment for excavator is 0.83 (good operating condition), dump truck is 0.80 (medium), stamper is 0.81 (good), vibrator concrete is 0.83 (good), portable concrete mixer pump is 0.83 (good), and hydraulic truck crane 0.83 (good); The greater the production capacity of each unit of heavy equipment, the higher the efficiency factor of the heavy equipment obtained with good operating conditions. Vice versa, if the production capacity is small, the efficiency factor value of the heavy equipment used will also be small.
KAJIAN PERCEPATAN PROYEK MENGGUNAKAN METODE TIME COST TRADE OFF DENGAN SYSTEM PENAMBAHAN PEKERJA (STUDI KASUS : PEMBANGUNAN GEDUNG RS JANTUNG PARAMARTA BANDUNG) Syapril Janizar; Taufiq Rahman; Lucky Amperawan Schipper
JURNAL TEKNIK SIPIL CENDEKIA (JTSC) Vol 4 No 2 (2023): July
Publisher : Departement of Civil Engineering, Universitas Winaya Mukti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.51988/jtsc.v4i2.152

Abstract

This The background of this research is based on the implementation of building construction where there is often a discrepancy between the planned schedule and the realization in the field which can result in an increase in implementation time and an increase in implementation costs so that project completion is hampered. In this case requires implementation management in accordance with the current situation and conditions. There are several methods that can be used to prevent delays in the implementation of development, one of which is the Time Cost Trade Off method or also known as the cost-to-time exchange method. Time Cost Trade Off is a method used to speed up project implementation time by testing all activities in a project. The construction of the Paramarta Heart Hospital is on Jalan Soekarno Hatta No. 581 London. The project is handled by PT. GIAN GHEANA GAVIN ABADI. The purpose of this research is to find out how much the time cost trade off method reduces after the Time Cost Trade Off method is applied and to find out how much cost is needed after the time cost trade off method is applied. Based on the results of the analysis of the completion of the Hospital Building Construction Project. The heart of Paramarta before acceleration takes 273 days, but after acceleration it takes 220 days. The cost required before acceleration is Rp. 33,604,992,000.00, but after acceleration, a fee of Rp. 29,440,707,778.00.

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